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

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Structure Number: 107,  Location: 3.0 MI N OF VAN BUREN COL (Lat: 42.455803,  Lng: -86.235144),  Route carried "on" structure: Interstate 196,  Year Built: 1963,  Status: Open,  Structure Length: 3.88m (12.73ft),  Average Daily Traffic: 10,500 (year 2010),  Truck Traffic: 22%,  Average Future Daily Traffic: 12,850 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: 71 ST STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 4.368,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 78,  Subroute: 7),  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 53.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.1 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $25,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 109,  Location: 4.0 MI N OF VAN BUREN COL (Lat: 42.469644,  Lng: -86.222828),  Route carried "on" structure: County highway ,  Year Built: 1963,  Status: Open,  Structure Length: 7.04m (23.10ft),  Average Daily Traffic: 300 (year 1984),  Average Future Daily Traffic: 100 (year 1977),  Design Load: H 15,  Features Intersected: I-196 & US-31,  Facility Carried by Structure: 107 TH AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.963,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.2m (76.1ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 50.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 30.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  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

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Structure Number: 167,  Location: APPROX 0.25 MI W OF 70TH (Lat: 42.437311,  Lng: -86.231136),  Route carried "on" structure: County highway 302,  Year Built: 1965,  Status: Posted for load,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 444 (year 2003),  Truck Traffic: 7%,  Average Future Daily Traffic: 888 (year 2023),  Design Load: HS 20+Mod,  Features Intersected: N BR OF BLACK RIVER,  Facility Carried by Structure: 103RD AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.259,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Serious,  Channel: Satisfactory,  Operating Rating: 25.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 14.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2021,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 19,  Location: S OF 103RD AVE (Lat: 42.439728,  Lng: -86.187594),  Route carried "on" structure: County highway 311,  Year Built: 1949,  Status: Posted for load,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 1,133 (year 2003),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,266 (year 2023),  Design Load: HS 20+Mod,  Features Intersected: M BR BLACK RIVER,  Facility Carried by Structure: 66TH STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.301,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.4m (63.6ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 216,  Location: APPROX 04 MI W OF 68TH ST (Lat: 42.469714,  Lng: -86.211953),  Route carried "on" structure: County highway ,  Year Built: 1968,  Status: Posted for load,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 284 (year 2002),  Truck Traffic: 7%,  Average Future Daily Traffic: 568 (year 2022),  Design Load: HS 20+Mod,  Features Intersected: N BR BLACK RIVER,  Facility Carried by Structure: 107TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.857,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 28.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 19.8 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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 218,  Location: APPROX 0.50 MI S OF 103RD (Lat: 42.430961,  Lng: -86.226569),  Route carried "on" structure: County highway ,  Year Built: 1971,  Status: Posted for load,  Structure Length: 3.17m (10.40ft),  Average Daily Traffic: 277 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 412 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: M BR BLACK RIVER,  Facility Carried by Structure: 70TH STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.283,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 43.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 30.5 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: Equal to present desirable 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: May 2021,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 219,  Location: CASCO TWP SEC 32-33 (Lat: 42.432467,  Lng: -86.207106),  Route carried "on" structure: County highway ,  Year Built: 1982,  Status: Open,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 78 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 116 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: M BR BLACK RIVER,  Facility Carried by Structure: 68TH STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.471,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.9m (29.2ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 8.9m (29.2ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 58.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 34.7 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,  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 Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 10681,  Location: 0.2 MI S OF ALLEGAN COL (Lat: 42.415711,  Lng: -86.257400),  Route carried "on" structure: County highway ,  Year Built: 1941,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 6.72m (22.05ft),  Average Daily Traffic: 6,460 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 6,612 (year 2033),  Design Load: Greater than HL93,  Features Intersected: BLACK RIVER,  Facility Carried by Structure: BLUE STAR MEM HWY
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.187,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 2 degrees,  Navigation Control: Yes ( Vertical Clearance: 0.3m (1.0ft), Horizontal Clearance: 15.3m (50.2ft)),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.2m (53.1ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 23.0m (75.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 70.6 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: 42.1 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 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: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 10688,  Location: 1.8 MI SW OF M-140 (Lat: 42.345381,  Lng: -86.288867),  Route carried "on" structure: Interstate 196,  Year Built: 2011,  Status: Open,  Structure Length: 3.44m (11.29ft),  Average Daily Traffic: 10,151 (year 2011),  Truck Traffic: 33%,  Average Future Daily Traffic: 11,964 (year 2031),  Design Load: Greater than HL93,  Features Intersected: 20 TH AVE (CR380)
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 12.642,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 58,  Subroute: 9),  Owner: State Highway Agency,  Approaching Roadway Width: 12.0m (39.4ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.2m (43.3ft),  Curb-To-Curb Width: 16.4m (53.8ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 73.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 10689,  Location: 1.8 MI SW OF M-140 (Lat: 42.345381,  Lng: -86.289239),  Route carried "on" structure: Interstate 196,  Year Built: 2011,  Status: Open,  Structure Length: 3.44m (11.29ft),  Average Daily Traffic: 10,151 (year 2011),  Truck Traffic: 33%,  Average Future Daily Traffic: 11,914 (year 2031),  Design Load: Greater than HL93,  Features Intersected: 20 TH AVE (CR380)
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 12.660,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 58,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 12.0m (39.4ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.2m (43.3ft),  Curb-To-Curb Width: 16.4m (53.8ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 73.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1069,  Location: 0.1 MI N OF M-140 (Lat: 42.367639,  Lng: -86.266103),  Route carried "on" structure: Interstate 196,  Year Built: 2006,  Status: Open,  Structure Length: 0.81m (2.66ft),  Average Daily Traffic: 16,472 (year 2007),  Truck Traffic: 27%,  Average Future Daily Traffic: 15,386 (year 2015),  Design Load: HS 25 or greater,  Features Intersected: DEERLICK CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 15.832,  Lanes on structure: 5,  Base Highway Network: Yes (Inventory Route: 58,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 26.6m (87.3ft),  Skew: 11 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.5m (24.6ft),  Out-to-Out Width: 72.5m (237.9ft)

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: 97.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021

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Structure Number: 10691,  Location: 0.3 MI S OF ALLEGAN COL (Lat: 42.416783,  Lng: -86.252281),  Route carried "on" structure: Interstate 196,  Year Built: 1963,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 10.30m (33.79ft),  Average Daily Traffic: 10,650 (year 2014),  Truck Traffic: 24%,  Average Future Daily Traffic: 12,248 (year 2034),  Design Load: HS 25 or greater,  Features Intersected: KAL-HAVEN TRL & BLACK RV
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 21.466,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 58,  Subroute: 9),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.5m (86.9ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 61.6 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: July 2021,  Underwater Inspection Date: June 2017,  Bridge Improvement Cost: $124,000,  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: 10693,  Location: AT M-43 (Lat: 42.384022,  Lng: -86.257564),  Route carried "on" structure: State highway 43,  Year Built: 1963,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 7.26m (23.82ft),  Average Daily Traffic: 8,400 (year 2014),  Truck Traffic: 25%,  Average Future Daily Traffic: 9,325 (year 2034),  Design Load: HS 20,  Features Intersected: I-196
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.746,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 57,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.7m (77.8ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 10694,  Location: 0.5 MI E OF SOUTH HAVEN (Lat: 42.403564,  Lng: -86.252592),  Route carried "on" structure: Business Interstate 196,  Year Built: 1972,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 7.28m (23.88ft),  Average Daily Traffic: 5,370 (year 2007),  Truck Traffic: 2%,  Average Future Daily Traffic: 22,322 (year 2018),  Design Load: H 15,  Features Intersected: I-196
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 5.527,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 57,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.2m (79.4ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 0.0m,  Curb-To-Curb Width: 13.6m (44.6ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: 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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 10695,  Location: 0.5 MI E OF SOUTH HAVEN (Lat: 42.403567,  Lng: -86.252250),  Route carried "on" structure: Business Interstate 196,  Year Built: 1963,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 7.28m (23.88ft),  Average Daily Traffic: 5,370 (year 2007),  Truck Traffic: 2%,  Average Future Daily Traffic: 22,322 (year 2018),  Design Load: H 15,  Features Intersected: I-196
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 5.556,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 57,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.5m (80.4ft),  Curb or Sidewalk Widths: Left: 4.3m (14.1ft),  Right: 1.0m (3.3ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 70.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 42.1 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $141,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 10696,  Location: AT M-140 (Lat: 42.365761,  Lng: -86.268392),  Route carried "on" structure: State highway 140,  Year Built: 1963,  Status: Open,  Structure Length: 11.79m (38.68ft),  Average Daily Traffic: 5,900 (year 2014),  Truck Traffic: 16%,  Average Future Daily Traffic: 6,500 (year 2034),  Design Load: HS 20,  Features Intersected: I-196
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 13.648,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 12.0m (39.4ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 34.6m (113.5ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 69.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 41.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1074,  Location: 2.0 MI EAST OF M-43 (Lat: 42.374658,  Lng: -86.207714),  Route carried "on" structure: County highway ,  Year Built: 1973,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 1,100 (year 1999),  Average Future Daily Traffic: 1,667 (year 2020),  Design Load: HS 20,  Features Intersected: S BR BLACK RIVER,  Facility Carried by Structure: CR 384
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.984,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 63.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 10741,  Location: 2.5 MI E OF SOUTH HAVEN (Lat: 42.403747,  Lng: -86.219078),  Route carried "on" structure: County highway 8094,  Year Built: 1985,  Status: Open,  Structure Length: 2.69m (8.83ft),  Average Daily Traffic: 5,374 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,937 (year 2039),  Design Load: HS 20,  Features Intersected: S BR BLACK RIVER,  Facility Carried by Structure: PHOENIX RD CR 388
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.474,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.3m (40.4ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 62.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 37.3 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: 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 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 10744,  Location: 1.25 MI S OF SOUTH HAVEN (Lat: 42.370933,  Lng: -86.282042),  Route carried "on" structure: County highway 8005,  Year Built: 1955,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 4,727 (year 2004),  Truck Traffic: 2%,  Average Future Daily Traffic: 6,856 (year 2034),  Features Intersected: DEER LICK CREEK,  Facility Carried by Structure: BLUE STAR MEM HWY
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 16.335,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 43.6 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: April 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 10767,  Location: 4.0 MI S KIBBIE W OF 67ST (Lat: 42.360603,  Lng: -86.204103),  Route carried "on" structure: County highway ,  Year Built: 2001,  Status: Open,  Structure Length: 0.75m (2.46ft),  Average Daily Traffic: 206 (year 2004),  Average Future Daily Traffic: 300 (year 2020),  Features Intersected: CEDAR CREEK,  Facility Carried by Structure: 16TH AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.608,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.5m (24.6ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 69.0 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: 53.1 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: 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: April 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 10769,  Location: 2.5 MI E OF SOUTH HAVEN (Lat: 42.389336,  Lng: -86.214497),  Route carried "on" structure: County highway ,  Year Built: 1967,  Status: Posted for load,  Structure Length: 1.64m (5.38ft),  Average Daily Traffic: 705 (year 2003),  Average Future Daily Traffic: 1,400 (year 2023),  Features Intersected: S BR BLACK RIVER,  Facility Carried by Structure: 8TH AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.278,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.4m (17.7ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Poor,  Channel: Fair,  Operating Rating: 25.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 18.8 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 3.05m (10.01ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $600,000,  Roadway Improvement Cost: $180,000,  Total Project Cost: $780,000,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1077,  Location: 2.4 MI NE OF SOUTH HAVEN (Lat: 42.415469,  Lng: -86.225461),  Route carried "on" structure: County highway ,  Year Built: 1980,  Status: Open,  Structure Length: 3.09m (10.14ft),  Average Daily Traffic: 1,955 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,160 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: S BR BLACK RIVER,  Facility Carried by Structure: 70TH STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.318,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.3m (33.8ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Membrane: Preformed Fabric

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Structure Number: 10771,  Location: 3.5 MI E OF SOUTH HAVEN (Lat: 42.406369,  Lng: -86.207386),  Route carried "on" structure: County highway ,  Year Built: 1972,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 900 (year 2014),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,798 (year 2034),  Features Intersected: TRIB TO BLACK RIVER,  Facility Carried by Structure: 68TH STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.497,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 53.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 37.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: 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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 10786,  Location: 1.0 MI S OF SOUTH HAVEN (Lat: 42.372403,  Lng: -86.290636),  Route carried "on" structure: County highway ,  Year Built: 1992,  Status: Open,  Structure Length: 0.97m (3.18ft),  Average Daily Traffic: 355 (year 2004),  Average Future Daily Traffic: 523 (year 2024),  Features Intersected: DEERLICK CREEK,  Facility Carried by Structure: 13TH AVENUE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.042,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 5.3m (17.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 48.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 33.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 10787,  Location: 1.0 MI E OF SOUTH HAVEN (Lat: 42.416781,  Lng: -86.240017),  Route carried "on" structure: County highway ,  Year Built: 1979,  Status: Open,  Structure Length: 4.03m (13.22ft),  Average Daily Traffic: 2,152 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,378 (year 2039),  Design Load: HS 20,  Features Intersected: S BR BLACK RIVER,  Facility Carried by Structure: 7150TH STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.077,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Channel: Very good,  Operating Rating: 56.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 10788,  Location: 1.0 MI NE OF SOUTH HAVEN (Lat: 42.420817,  Lng: -86.243419),  Route carried "on" structure: County highway ,  Year Built: 1984,  Status: Open,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 550 (year 1999),  Average Future Daily Traffic: 817 (year 2020),  Design Load: HS 20,  Features Intersected: BLACK RIVER,  Facility Carried by Structure: BASELINE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.737,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 16.7m (54.8ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Satisfactory,  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: 38.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: High priority of corrective action,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 10808,  Location: CITY OF SOUTH HAVEN (Lat: 42.406461,  Lng: -86.272419),  Route carried "on" structure: City street ,  Year Built: 1967,  Status: Posted for load,  Structure Length: 7.22m (23.69ft),  Average Daily Traffic: 8,800 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 10,000 (year 2033),  Design Load: HS 20,  Features Intersected: BLACK RIVER,  Facility Carried by Structure: DYCKMAN AVENUE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.515,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Navigation Control: Yes ( Vertical Clearance: 2.4m (7.9ft), Horizontal Clearance: 11.1m (36.4ft)),  Material/Design: Steel,  Design/Construction: Movable - Bascule,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 48.9 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Other Special Inspection Frequency: Every 60 months,  Inspection Date: October 2021,  Critical Feature Inspection Date: October 2021,  Underwater Inspection Date: October 2020,  Other Special Inspection Date: October 2019,  Deck Structure Type: Open Grating,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 12764,  Location: 0.25 MI N OF BLUE STAR HY (Lat: 42.371594,  Lng: -86.283178),  Route carried "on" structure: County highway ,  Year Built: 1995,  Status: Open,  Structure Length: 0.62m (2.03ft),  Average Daily Traffic: 1,190 (year 1999),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,803 (year 2020),  Design Load: HS 20,  Features Intersected: DEERLICK CREEK,  Facility Carried by Structure: 76TH STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.385,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.2m (20.3ft)

Condition: Channel: Satisfactory,  Culverts: 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: 97.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020

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Structure Number: 13905,  Location: 0.2 MI E OF 68TH STREET (Lat: 42.403917,  Lng: -86.203361),  Route carried "on" structure: County highway 8094,  Year Built: 2015,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 7,800 (year 1999),  Average Future Daily Traffic: 11,822 (year 2000),  Design Load: Greater than HL93,  Features Intersected: BUTTERNUT CREEK,  Facility Carried by Structure: PHOENIX RD CR 388
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.769,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 47.6 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: 36.9 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: 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 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 106,  Location: 0.5 MI N OF VAN BUREN COL (Lat: 42.426517,  Lng: -86.252275),  Route carried "under" structure: Interstate 196,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 17,400 (year 2007),  Truck Traffic: 25%,  Features Intersected: I-196 & US-31
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 0.800,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.3m (79.7ft)

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Structure Number: 107,  Location: 3.0 MI N OF VAN BUREN COL (Lat: 42.455803,  Lng: -86.235144),  Route carried "under" structure: County highway ,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 135 (year 1996),  Truck Traffic: 2%,  Features Intersected: 71 ST STREET,  Facility Carried by Structure: I-196 E & US-31 N
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 2.097,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.6m (47.9ft)

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Structure Number: 108,  Location: 3.0 MI N OF VAN BUREN COL (Lat: 42.456072,  Lng: -86.235361),  Route carried "under" structure: County highway ,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 135 (year 1996),  Truck Traffic: 2%,  Features Intersected: 71 ST STREET,  Facility Carried by Structure: I-196 W & US-31 S
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 2.131,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.5m (47.6ft)

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Structure Number: 109,  Location: 4.0 MI N OF VAN BUREN COL (Lat: 42.469644,  Lng: -86.222828),  Route carried "under" structure: Interstate 196,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 19,502 (year 2007),  Truck Traffic: 25%,  Features Intersected: I-196 & US-31,  Facility Carried by Structure: 107 TH AVE
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 6.214,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.2m (76.1ft)

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Structure Number: 10688,  Location: 1.8 MI SW OF M-140 (Lat: 42.345381,  Lng: -86.288867),  Route carried "under" structure: County highway ,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 1,288 (year 2011),  Truck Traffic: 3%,  Features Intersected: 20 TH AVE (CR380),  Facility Carried by Structure: I-196 NB
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 0.884,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 13.2m (43.3ft)

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Structure Number: 10689,  Location: 1.8 MI SW OF M-140 (Lat: 42.345381,  Lng: -86.289239),  Route carried "under" structure: County highway ,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 1,288 (year 2011),  Truck Traffic: 3%,  Features Intersected: 20 TH AVE (CR380),  Facility Carried by Structure: I-196 SB
Minimum Vertical Clearance: 4.37m (14.34ft),  Kilometerpoint: 0.853,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 13.2m (43.3ft)

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Structure Number: 10693,  Location: AT M-43 (Lat: 42.384022,  Lng: -86.257564),  Route carried "under" structure: Interstate 196,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 17,400 (year 2014),  Truck Traffic: 33%,  Features Intersected: I-196,  Facility Carried by Structure: M-43
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 17.758,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.7m (77.8ft)

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Structure Number: 10694,  Location: 0.5 MI E OF SOUTH HAVEN (Lat: 42.403564,  Lng: -86.252592),  Route carried "under" structure: Interstate 196,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 20,456 (year 2007),  Truck Traffic: 29%,  Features Intersected: I-196
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 20.016,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.2m (79.4ft)

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Structure Number: 10695,  Location: 0.5 MI E OF SOUTH HAVEN (Lat: 42.403567,  Lng: -86.252250),  Route carried "under" structure: Interstate 196,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 20,456 (year 2007),  Truck Traffic: 25%,  Features Intersected: I-196
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 19.998,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.5m (80.4ft)

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Structure Number: 10696,  Location: AT M-140 (Lat: 42.365761,  Lng: -86.268392),  Route carried "under" structure: Interstate 196,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 17,400 (year 2014),  Truck Traffic: 28%,  Features Intersected: I-196,  Facility Carried by Structure: M-140
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 15.474,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.6m (113.5ft)