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

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Structure Number: 1174,  Location: QUINCY TWP SEC 12 (Lat: 41.962100,  Lng: -84.840442),  Route carried "on" structure: County highway ,  Year Built: 1989,  Status: Open,  Structure Length: 1.76m (5.77ft),  Average Daily Traffic: 210 (year 2004),  Truck Traffic: 2%,  Average Future Daily Traffic: 242 (year 2024),  Design Load: HS 20+Mod,  Features Intersected: SOUTH BR HOG CREEK,  Facility Carried by Structure: BOONE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.502,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.7m (54.8ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 66.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1175,  Location: QUINCY TWP SEC 19 (Lat: 41.939400,  Lng: -84.941700),  Route carried "on" structure: County highway ,  Year Built: 1984,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 220 (year 2004),  Truck Traffic: 2%,  Average Future Daily Traffic: 250 (year 2024),  Design Load: H 20,  Features Intersected: SAUK RIVER,  Facility Carried by Structure: FOX ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.239,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Channel: Satisfactory,  Culverts: Serious,  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: 93.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1178,  Location: UNION TWP SEC 23 (Lat: 42.021614,  Lng: -85.090708),  Route carried "on" structure: County highway ,  Year Built: 1905,  Status: Closed,  Structure Length: 2.68m (8.79ft),  Average Daily Traffic: 108 (year 2004),  Average Future Daily Traffic: 161 (year 2024),  Features Intersected: COLDWATER RIVER,  Facility Carried by Structure: STANCER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.130,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 4.3m (14.1ft),  Out-to-Out Width: 4.3m (14.1ft)

Condition: Deck: Fair,  Superstructure: Serious,  Substructure: Fair,  Channel: Poor,  Operating Rating: 9.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 5.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: High priority of corrective action,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 3.66m (12.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $345,000,  Roadway Improvement Cost: $44,000,  Total Project Cost: $565,000,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: 1181,  Location: NEAR RIVERSIDE DRIVE (Lat: 41.935644,  Lng: -85.009872),  Route carried "on" structure: City street ,  Year Built: 1950,  Status: Open,  Structure Length: 1.00m (3.28ft),  Average Daily Traffic: 800 (year 1987),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,000 (year 2011),  Features Intersected: SAUK(COLDWATER) RIVER,  Facility Carried by Structure: RACE STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.973,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.5m (14.8ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 1.2m (3.9ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 35.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021

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Structure Number: 1183,  Location: IN COLDWATER (Lat: 41.941119,  Lng: -85.020653),  Route carried "on" structure: City street 2035,  Year Built: 1976,  Status: Open,  Structure Length: 1.54m (5.05ft),  Average Daily Traffic: 2,800 (year 1991),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,700 (year 2011),  Design Load: HS 20,  Features Intersected: SAUK (COLDWATER) RIVER,  Facility Carried by Structure: BUTTERS AVENUE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.634,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.8m (48.6ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 18.8m (61.7ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 53.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 1184,  Location: IN COLDWATER (Lat: 41.939947,  Lng: -85.015017),  Route carried "on" structure: City street 2035,  Year Built: 1951,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 2,850 (year 1989),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,500 (year 2011),  Design Load: H 20,  Features Intersected: SAUK (COLDWATER) RIVER,  Facility Carried by Structure: JAY STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.108,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.8m (35.4ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 54.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1185,  Location: IN COLDWATER (Lat: 41.932878,  Lng: -85.005250),  Route carried "on" structure: City street 2035,  Year Built: 1951,  Status: Posted for load,  Structure Length: 1.23m (4.04ft),  Average Daily Traffic: 1,800 (year 1989),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,300 (year 2011),  Design Load: H 20,  Features Intersected: SAUK (COLDWATER) RIVER,  Facility Carried by Structure: CLAY STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.138,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.8m (38.7ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 51.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 1186,  Location: IN COLDWATER (Lat: 41.930075,  Lng: -84.998817),  Route carried "on" structure: City street 2035,  Year Built: 1951,  Status: Posted for load,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 1,658 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,950 (year 2036),  Design Load: H 20,  Features Intersected: SAUK (COLDWATER) RIVER,  Facility Carried by Structure: JEFFERSON STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.312,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.7m (25.3ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.1m (33.1ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 33.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 20.1 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: 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: 20.0 - 29.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1187,  Location: CITY OF COLDWATER (Lat: 41.933067,  Lng: -84.990661),  Route carried "on" structure: City street 2035,  Year Built: 1951,  Status: Posted for load,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 3,500 (year 1989),  Truck Traffic: 4%,  Average Future Daily Traffic: 4,600 (year 2011),  Design Load: H 20,  Features Intersected: COLDWATER RIVER,  Facility Carried by Structure: SPRAGUE STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.741,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.1m (33.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 26.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 16.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  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: 1234,  Location: 0.7 MI N OF BRANCH COL (Lat: 42.078042,  Lng: -84.989139),  Route carried "on" structure: County highway 1355,  Year Built: 1968,  Status: Open,  Structure Length: 7.68m (25.20ft),  Average Daily Traffic: 3,343 (year 1992),  Truck Traffic: 3%,  Average Future Daily Traffic: 4,146 (year 2000),  Design Load: HS 20,  Features Intersected: I-69,  Facility Carried by Structure: OLD US-27
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.668,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 313,  Subroute: 51),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 9.9m (32.5ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 71.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 42.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1237,  Location: @ I-94 (Lat: 42.297611,  Lng: -84.996211),  Route carried "on" structure: Ramp Interstate 69,  Year Built: 1968,  Status: Open,  Structure Length: 10.85m (35.60ft),  Average Daily Traffic: 7,500 (year 1995),  Truck Traffic: 24%,  Average Future Daily Traffic: 8,500 (year 2015),  Design Load: HS 20+Mod,  Features Intersected: I-94
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.758,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 9.9m (32.5ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 28.3m (92.8ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 66.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 39.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1238,  Location: 7.5 MI N OF BRANCH COL (Lat: 42.173717,  Lng: -84.984250),  Route carried "on" structure: County highway ,  Year Built: 1968,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 4.59m (15.06ft),  Truck Traffic: 6%,  Average Future Daily Traffic: 364 (year 2030),  Design Load: HS 20,  Features Intersected: I-69 NB,  Facility Carried by Structure: J DRIVE S
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 6.187,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.7m (71.2ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 62.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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 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: 1239,  Location: 2.0 MI S OF I-94 (Lat: 42.270192,  Lng: -84.990689),  Route carried "on" structure: Business Interstate 94,  Year Built: 1968,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 8.54m (28.02ft),  Average Daily Traffic: 18,636 (year 2015),  Truck Traffic: 2%,  Average Future Daily Traffic: 21,925 (year 2035),  Design Load: HS 20,  Features Intersected: I-69
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.840,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 130,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 11.1m (36.4ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.3m (83.0ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 68.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 41.1 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: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1241,  Location: 3.0 MI N OF MARSHALL (Lat: 42.319403,  Lng: -84.992786),  Route carried "on" structure: County highway ,  Year Built: 1970,  Status: Open,  Structure Length: 8.05m (26.41ft),  Average Daily Traffic: 3,000 (year 2020),  Average Future Daily Traffic: 3,250 (year 2040),  Design Load: H 15,  Features Intersected: I-69,  Facility Carried by Structure: J DRIVE N
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 4.175,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 40.2m (131.9ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Good,  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: Somewhat better than minimum adequacy,  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: 1242,  Location: 2.5 MI N OF I-94 (Lat: 42.332669,  Lng: -84.986850),  Route carried "on" structure: County highway 1357,  Year Built: 1970,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 11.09m (36.38ft),  Average Daily Traffic: 1,060 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,175 (year 2035),  Design Load: H 15,  Features Intersected: I-69,  Facility Carried by Structure: L DRIVE NORTH
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 4.110,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 10.5m (34.4ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 30.0m (98.4ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 61.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 36.9 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: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1243,  Location: 4.7 MI N OF MARSHALL (Lat: 42.349850,  Lng: -84.981028),  Route carried "on" structure: County highway 1374,  Year Built: 1970,  Status: Open,  Structure Length: 11.09m (36.38ft),  Average Daily Traffic: 2,941 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,250 (year 2040),  Design Load: H 15,  Features Intersected: I-69,  Facility Carried by Structure: N DRIVE NORTH
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 12.491,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 30.0m (98.4ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 65.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 38.9 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: Somewhat better than minimum adequacy,  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: 1244,  Location: 8.5 MI N OF MARSHALL (Lat: 42.390775,  Lng: -84.966767),  Route carried "on" structure: County highway ,  Year Built: 1970,  Status: Open,  Structure Length: 18.35m (60.20ft),  Average Daily Traffic: 3,000 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,250 (year 2040),  Design Load: H 15,  Features Intersected: I-69,  Facility Carried by Structure: GARFIELD ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.575,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 41.4m (135.8ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  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: Somewhat better than minimum adequacy,  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: 1246,  Location: 0.5 MI E OF KALAMAZOO COL (Lat: 42.270822,  Lng: -85.287167),  Route carried "on" structure: Interstate 94,  Year Built: 1959,  Status: Open,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 24,098 (year 2007),  Truck Traffic: 22%,  Average Future Daily Traffic: 33,141 (year 2018),  Design Load: HS 20,  Features Intersected: GTW RR
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.856,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 129,  Subroute: 6),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.1m (72.5ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 96.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1247,  Location: 0.5 MI E OF KALAMAZOO COL (Lat: 42.271047,  Lng: -85.286914),  Route carried "on" structure: Interstate 94,  Year Built: 1959,  Status: Open,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 24,098 (year 2007),  Truck Traffic: 22%,  Average Future Daily Traffic: 33,141 (year 2018),  Design Load: HS 20,  Features Intersected: GTW RR
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.877,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 129,  Subroute: 9),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.1m (72.5ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 96.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1249,  Location: 1.0 MI E OF KALAMAZOO COL (Lat: 42.269481,  Lng: -85.278583),  Route carried "on" structure: City street 2011,  Year Built: 1959,  Status: Open,  Structure Length: 7.74m (25.39ft),  Average Daily Traffic: 60 (year 1988),  Average Future Daily Traffic: 40 (year 1977),  Design Load: H 15,  Features Intersected: I-94,  Facility Carried by Structure: RENTON ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.989,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 6.9m (22.6ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.8m (74.8ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 45.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 26.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1281,  Location: 7.9 MI E OF I-69 (Lat: 42.283406,  Lng: -84.847842),  Route carried "on" structure: County highway ,  Year Built: 1959,  Status: Open,  Structure Length: 6.92m (22.70ft),  Average Daily Traffic: 150 (year 1988),  Truck Traffic: 3%,  Average Future Daily Traffic: 200 (year 2000),  Design Load: H 15,  Features Intersected: I-94,  Facility Carried by Structure: 23 MILE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 8.641,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 6.6m (21.7ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.6m (70.9ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1318,  Location: EMMETT TWP SEC 15 (Lat: 42.291128,  Lng: -85.116647),  Route carried "on" structure: County highway ,  Year Built: 1990,  Status: Open,  Structure Length: 9.02m (29.59ft),  Average Daily Traffic: 2,130 (year 1995),  Truck Traffic: 12%,  Average Future Daily Traffic: 3,812 (year 2023),  Design Load: HS 20,  Features Intersected: KALAMAZOO RV&PARK ACCESS,  Facility Carried by Structure: 9 MILE R0AD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 7.171,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.1m (98.8ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 99.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 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: 1332,  Location: MARENGO TWP SEC 26 (Lat: 42.268186,  Lng: -84.847678),  Route carried "on" structure: County highway 1375,  Year Built: 2013,  Status: Open,  Structure Length: 2.50m (8.20ft),  Average Daily Traffic: 587 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,060 (year 2033),  Design Load: Greater than HL93,  Features Intersected: KALAMAZOO RIVER,  Facility Carried by Structure: 23 MILE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 6.996,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.2m (79.4ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 75.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 56.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: September 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: 1425,  Location: 0.1 MI N OF LAGRANGE (Lat: 41.955847,  Lng: -86.040539),  Route carried "on" structure: State highway 62,  Year Built: 1941,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 2,800 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,591 (year 2018),  Design Load: H 20,  Features Intersected: DOWAGIAC CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 6.494,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 59,  Subroute: 6),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 71.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 42.8 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1426,  Location: 0.2 MI N OF LAGRANGE (Lat: 41.956364,  Lng: -86.040553),  Route carried "on" structure: State highway 62,  Year Built: 1941,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 2,800 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,591 (year 2018),  Design Load: H 20,  Features Intersected: DOWAGIAC CREEK MILL RACE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 6.571,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 59,  Subroute: 6),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.3m (10.8ft)

Condition: Channel: Poor,  Culverts: Satisfactory,  Operating Rating: 71.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 42.8 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 1427,  Location: 2.3 MI SE OF DOWAGIAC (Lat: 41.962764,  Lng: -86.058097),  Route carried "on" structure: State highway 62,  Year Built: 1941,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 2,800 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,591 (year 2018),  Design Load: H 20,  Features Intersected: DOWAGIAC CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 8.308,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 59,  Subroute: 6),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.0m (32.8ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 23.3m (76.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 65.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 38.9 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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1428,  Location: 0.1 MI E OF DOWAGIAC (Lat: 41.983550,  Lng: -86.090664),  Route carried "on" structure: State highway 62,  Year Built: 1950,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 7,355 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 8,604 (year 2032),  Design Load: HS 20,  Features Intersected: DOWAGIAC CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 12.046,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.6m (57.7ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 63.8 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: 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: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1429,  Location: 2.3 MI W OF DOWAGIAC (Lat: 41.984042,  Lng: -86.166128),  Route carried "on" structure: State highway 62,  Year Built: 1953,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 5,743 (year 2012),  Truck Traffic: 4%,  Average Future Daily Traffic: 6,178 (year 2032),  Design Load: HS 20,  Features Intersected: DOWAGIAC RIVER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.554,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 59,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.4m (57.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Fair,  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: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1432,  Location: IN ADAMSVILLE (Lat: 41.786344,  Lng: -85.996858),  Route carried "on" structure: US 12,  Year Built: 1941,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 8,072 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 10,122 (year 2018),  Design Load: HS 25 or greater,  Features Intersected: CHRISTIANA CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 21.247,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 59,  Subroute: 6),  Owner: State Highway Agency,  Approaching Roadway Width: 12.6m (41.3ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Fair,  Operating Rating: 71.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.7 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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1433,  Location: 0.8 MI SE OF M-60 (Lat: 41.797378,  Lng: -86.214619),  Route carried "on" structure: US 12,  Year Built: 1982,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 7,438 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 9,010 (year 2018),  Design Load: HS 20+Mod,  Features Intersected: BRANDYWINE CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.860,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 59,  Subroute: 6),  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 46.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1434,  Location: 0.3 MI E OF UNION (Lat: 41.787519,  Lng: -85.859006),  Route carried "on" structure: US 12,  Year Built: 2011,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 7,350 (year 2008),  Truck Traffic: 8%,  Average Future Daily Traffic: 9,200 (year 2031),  Design Load: Greater than HL93,  Features Intersected: VALLEY CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 33.709,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 59,  Subroute: 6),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Fair,  Operating Rating: 68.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 2193,  Location: 9 MI N OF WAUCEDAH (Lat: 45.877167,  Lng: -87.752597),  Route carried "on" structure: County highway 2273,  Year Built: 1923,  Status: Open,  Structure Length: 2.28m (7.48ft),  Average Daily Traffic: 327 (year 2020),  Truck Traffic: 31%,  Average Future Daily Traffic: 560 (year 2040),  Features Intersected: STURGEON RIVER,  Facility Carried by Structure: COUNTY HWY 569
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 14.592,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Concrete,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.74m (8.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $245,000,  Roadway Improvement Cost: $30,000,  Total Project Cost: $345,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2194,  Location: 0.5 MI N OF LORETTO (Lat: 45.790050,  Lng: -87.816622),  Route carried "on" structure: County highway 2259,  Year Built: 1945,  Status: Posted for load,  Structure Length: 1.67m (5.48ft),  Average Daily Traffic: 212 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 232 (year 2040),  Features Intersected: STURGEON RIVER,  Facility Carried by Structure: COUNTY HWY 573
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 7.038,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.1m (52.8ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 37.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 18.5 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: 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),  Length Of Structure Improvement: 2.00m (6.56ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $280,000,  Roadway Improvement Cost: $28,000,  Total Project Cost: $385,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2195,  Location: 7 MI W & 2 MI N OF FELCH (Lat: 46.013369,  Lng: -87.980003),  Route carried "on" structure: County highway 2248,  Year Built: 1991,  Status: Open,  Structure Length: 1.70m (5.58ft),  Average Daily Traffic: 126 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 139 (year 2040),  Features Intersected: W BR STURGEON RIVER,  Facility Carried by Structure: GROVELAND MINE RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.916,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.4m (53.8ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 56.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 34.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other,  Deck Protection: Other

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Structure Number: 2196,  Location: 9 MI E & 3 MI N MERRIMAN (Lat: 45.956981,  Lng: -87.869814),  Route carried "on" structure: County highway ,  Year Built: 2009,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 20 (year 2020),  Truck Traffic: 54%,  Average Future Daily Traffic: 22 (year 2040),  Design Load: HS 20,  Features Intersected: W BR STURGEON RIVER,  Facility Carried by Structure: COUNTY ROAD NO 5
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 11.871,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.5m (60.7ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 72.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 43.7 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 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: 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: 7001,  Location: 0.5 MI N OF BRADFORD RD (Lat: 43.560800,  Lng: -84.488517),  Route carried "on" structure: County highway ,  Year Built: 2007,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 96 (year 2006),  Average Future Daily Traffic: 145 (year 2026),  Design Load: HS 20,  Features Intersected: LITTLE SALT CREEK,  Facility Carried by Structure: CASTOR ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.829,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 63.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.79m (5.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $280,000,  Roadway Improvement Cost: $60,000,  Total Project Cost: $340,000,  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: 7002,  Location: 28 FT S OF MILLER RD. (Lat: 43.583031,  Lng: -84.267625),  Route carried "on" structure: County highway ,  Year Built: 2006,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 705 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,273 (year 2024),  Design Load: HS 25 or greater,  Features Intersected: BULLOCK CREEK,  Facility Carried by Structure: PATTERSON ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 11.280,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Inventory Rating: 64.6 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 7004,  Location: @ GORDONVILLE RD (Lat: 43.569064,  Lng: -84.345514),  Route carried "on" structure: County highway ,  Year Built: 1997,  Status: Open,  Structure Length: 4.00m (13.12ft),  Average Daily Traffic: 654 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 972 (year 2036),  Design Load: HS 20,  Features Intersected: PINE RIVER,  Facility Carried by Structure: 4 3/4 MILE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.847,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 19.9m (65.3ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 60.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  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: September 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: 7006,  Location: 0.25 MI W OF NINE MILE (Lat: 43.509853,  Lng: -84.435664),  Route carried "on" structure: County highway ,  Year Built: 2004,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 291 (year 1999),  Truck Traffic: 5%,  Average Future Daily Traffic: 433 (year 2019),  Design Load: HS 20+Mod,  Features Intersected: SUCKER CREEK,  Facility Carried by Structure: KENT ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.902,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 94.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 56.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7008,  Location: 0.5 MI S OF SHAFFER ROAD (Lat: 43.748097,  Lng: -84.526775),  Route carried "on" structure: County highway ,  Year Built: 1965,  Status: Posted for load,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 124 (year 1999),  Average Future Daily Traffic: 184 (year 2019),  Design Load: HS 20+Mod,  Features Intersected: BLUFF CREEK,  Facility Carried by Structure: ALAMANDO ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.001,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 45.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 31.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to 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,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Other