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

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Structure Number: 475,  Location: 0.2 MI S OF TWINING (Lat: 44.108711,  Lng: -83.696181),  Route carried "on" structure: County highway ,  Year Built: 1925,  Status: Open,  Structure Length: 2.89m (9.48ft),  Average Daily Traffic: 145 (year 1998),  Average Future Daily Traffic: 90 (year 1977),  Design Load: HS 20+Mod,  Features Intersected: AUGRES RIVER,  Facility Carried by Structure: COURT STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.694,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Serious,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 92.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 60.9 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $5,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $6,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 476,  Location: 0.8 MI N OF BESSINGER RD (Lat: 44.096975,  Lng: -83.685819),  Route carried "on" structure: County highway ,  Year Built: 1985,  Status: Posted for load,  Structure Length: 2.92m (9.58ft),  Average Daily Traffic: 200 (year 2017),  Truck Traffic: 10%,  Average Future Daily Traffic: 220 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: AUGRES RIVER,  Facility Carried by Structure: MACKINAW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.366,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.7m (31.8ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Poor,  Superstructure: Serious,  Substructure: Satisfactory,  Channel: Serious,  Operating Rating: 33.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 24.9 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 4.15m (13.62ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $393,000,  Roadway Improvement Cost: $2,258,000,  Total Project Cost: $2,651,000 ( Estimate for 2017),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Other

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Structure Number: 524,  Location: 5 MI E OF L'ANSE (Lat: 46.755319,  Lng: -88.355483),  Route carried "on" structure: County highway ,  Year Built: 1995,  Status: Open,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 92 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 150 (year 2035),  Design Load: HS 25 or greater,  Features Intersected: SILVER RIVER,  Facility Carried by Structure: ARVON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.512,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 57.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.7 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: Better than present minimum 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: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4746,  Location: IN WALKER (Lat: 43.018864,  Lng: -85.771658),  Route carried "on" structure: Interstate 96,  Year Built: 1960,  Status: Open,  Structure Length: 1.06m (3.48ft),  Average Daily Traffic: 18,169 (year 2007),  Truck Traffic: 12%,  Average Future Daily Traffic: 21,452 (year 2018),  Design Load: HS 20+Mod,  Features Intersected: SAND CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.693,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 40,  Subroute: 6),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.6m (34.8ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 19.3m (63.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 94.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 57.0 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 desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021

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Structure Number: 4747,  Location: IN WALKER (Lat: 43.022514,  Lng: -85.772794),  Route carried "on" structure: Interstate 96,  Year Built: 1960,  Status: Open,  Structure Length: 1.06m (3.48ft),  Average Daily Traffic: 18,169 (year 2007),  Truck Traffic: 12%,  Average Future Daily Traffic: 21,452 (year 2018),  Design Load: HS 20+Mod,  Features Intersected: SAND CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.374,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 40,  Subroute: 4),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.6m (34.8ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: 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: 43.1 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: 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: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 4748,  Location: IN WALKER (Lat: 43.019828,  Lng: -85.729861),  Route carried "on" structure: Interstate 96,  Year Built: 1961,  Status: Open,  Structure Length: 1.06m (3.48ft),  Average Daily Traffic: 43,502 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 55,537 (year 2018),  Design Load: HS 20+Mod,  Features Intersected: INDIAN CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 5.161,  Lanes on structure: 6,  Base Highway Network: Yes (Inventory Route: 40,  Subroute: 6),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.2m (30.2ft),  Curb-To-Curb Width: 53.0m (173.9ft),  Out-to-Out Width: 61.6m (202.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  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: 39.2 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: June 2020

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Structure Number: 4749,  Location: IN WALKER (Lat: 43.018269,  Lng: -85.737000),  Route carried "on" structure: Interstate 96,  Year Built: 1961,  Status: Open,  Structure Length: 5.30m (17.39ft),  Average Daily Traffic: 21,751 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 27,768 (year 2018),  Design Load: HS 20+Mod,  Features Intersected: COOPERSVILLE & MARNE RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.553,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 40,  Subroute: 6),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 13 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.2m (59.7ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 78.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 46.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 475,  Location: IN WALKER (Lat: 43.018450,  Lng: -85.737397),  Route carried "on" structure: Interstate 96,  Year Built: 1961,  Status: Open,  Structure Length: 5.30m (17.39ft),  Average Daily Traffic: 21,751 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 27,768 (year 2018),  Design Load: HS 20+Mod,  Features Intersected: COOPERSVILLE & MARNE RR
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 4.419,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 40,  Subroute: 4),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 13 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.2m (59.7ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 78.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 46.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 4751,  Location: IN WALKER (Lat: 43.012286,  Lng: -85.677128),  Route carried "on" structure: Ramp Interstate 96,  Year Built: 1962,  Status: Open,  Structure Length: 12.83m (42.09ft),  Average Daily Traffic: 18,528 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 31,438 (year 2018),  Design Load: HS 20+Mod,  Features Intersected: W RIVER DRV, CSX & PC RR
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 23.4m (76.8ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 62.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 37.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 4752,  Location: 0.9 MI E OF M-37 INTRCHG (Lat: 43.013872,  Lng: -85.675897),  Route carried "on" structure: Ramp Interstate 296,  Year Built: 1962,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 15.03m (49.31ft),  Average Daily Traffic: 18,528 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 136,000 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: US-131 SB, CR & CSX RR
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.304,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 25.3m (83.0ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 77.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.7 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 4753,  Location: IN WALKER (Lat: 43.019253,  Lng: -85.673272),  Route carried "on" structure: Interstate 96,  Year Built: 1962,  Status: Open,  Structure Length: 16.59m (54.43ft),  Average Daily Traffic: 30,650 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 36,400 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: CSX, CR RR & W RIVER DRV
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 9.990,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 40,  Subroute: 6),  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 31.7m (104.0ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: 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 minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 4754,  Location: IN WALKER (Lat: 43.019667,  Lng: -85.673047),  Route carried "on" structure: Interstate 96,  Year Built: 1962,  Status: Open,  Structure Length: 16.59m (54.43ft),  Average Daily Traffic: 30,650 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 36,400 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: CSX, CR RR & W RIVER DRV
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 9.845,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 40,  Subroute: 4),  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 31.7m (104.0ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 4755,  Location: IN WALKER (Lat: 43.017800,  Lng: -85.763253),  Route carried "on" structure: City street 2001,  Year Built: 1961,  Status: Open,  Structure Length: 11.28m (37.01ft),  Average Daily Traffic: 11,830 (year 1996),  Truck Traffic: 3%,  Average Future Daily Traffic: 13,605 (year 2016),  Design Load: HS 20,  Features Intersected: I-96,  Facility Carried by Structure: FRUIT RIDGE RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.214,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 40,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Operating Rating: 78.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 47.0 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: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: March 2022,  Bridge Improvement Cost: $187,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 4756,  Location: IN WALKER (Lat: 43.020892,  Lng: -85.725706),  Route carried "on" structure: City street 2001,  Year Built: 2006,  Status: Open,  Structure Length: 5.61m (18.41ft),  Average Daily Traffic: 18,890 (year 2001),  Average Future Daily Traffic: 21,724 (year 2021),  Design Load: HS 25 or greater,  Features Intersected: I-96,  Facility Carried by Structure: WALKER AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 6.029,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.1m (92.2ft),  Curb-To-Curb Width: 23.7m (77.8ft),  Out-to-Out Width: 26.9m (88.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 86.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 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: 4757,  Location: IN WALKER (Lat: 43.020117,  Lng: -85.708622),  Route carried "on" structure: Interstate 96,  Year Built: 1961,  Status: Open,  Structure Length: 3.44m (11.29ft),  Average Daily Traffic: 27,527 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 33,602 (year 2018),  Design Load: HS 20+Mod,  Features Intersected: BRISTOL RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 6.937,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 40,  Subroute: 6),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 11 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: 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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $64,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 4759,  Location: IN WALKER (Lat: 43.015836,  Lng: -85.688872),  Route carried "on" structure: State highway 37,  Year Built: 1961,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 52,285 (year 2007),  Truck Traffic: 1%,  Average Future Daily Traffic: 68,012 (year 2018),  Design Load: HS 20+Mod,  Features Intersected: I-96 EB
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 4.645,  Lanes on structure: 7,  Lanes under structure: 3,  Base Highway Network: Yes (Inventory Route: 42,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 21 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 29.8m (97.8ft),  Out-to-Out Width: 30.8m (101.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 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: 476,  Location: IN WALKER (Lat: 43.017447,  Lng: -85.688936),  Route carried "on" structure: State highway 37,  Year Built: 1961,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 4.36m (14.30ft),  Average Daily Traffic: 52,285 (year 2007),  Truck Traffic: 1%,  Average Future Daily Traffic: 68,012 (year 2018),  Design Load: HS 20+Mod,  Features Intersected: I-96 WB
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 4.466,  Lanes on structure: 5,  Lanes under structure: 3,  Base Highway Network: Yes (Inventory Route: 42,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Skew: 21 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 29.8m (97.8ft),  Out-to-Out Width: 30.8m (101.0ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 60.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 36.6 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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4761,  Location: IN WALKER (Lat: 43.016200,  Lng: -85.680794),  Route carried "on" structure: Ramp Interstate 296,  Year Built: 1962,  Status: Open,  Structure Length: 7.68m (25.20ft),  Average Daily Traffic: 18,528 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 31,438 (year 2018),  Design Load: HS 20+Mod,  Features Intersected: I-96 EB
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.795,  Lanes on structure: 3,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 34.7m (113.8ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 36.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 4762,  Location: IN WALKER (Lat: 43.020992,  Lng: -85.668022),  Route carried "on" structure: Interstate 96,  Year Built: 1962,  Status: Open,  Structure Length: 9.60m (31.50ft),  Average Daily Traffic: 23,263 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 27,625 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: US-131
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 10.461,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 40,  Subroute: 6),  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 32.6m (107.0ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 14.7m (48.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 43.4 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: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $334,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 4763,  Location: IN WALKER (Lat: 43.021308,  Lng: -85.667778),  Route carried "on" structure: Interstate 96,  Year Built: 1962,  Status: Open,  Structure Length: 9.39m (30.81ft),  Average Daily Traffic: 23,263 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 27,625 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: US-131
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 10.315,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 40,  Subroute: 4),  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 31.7m (104.0ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 64.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 38.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $328,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 4983,  Location: 100' S OF NORTH PARK ST (Lat: 43.024503,  Lng: -85.666144),  Route carried "on" structure: US 131,  Year Built: 1961,  Year Reconstructed: 1966,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 51,742 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 75,750 (year 2018),  Design Load: HS 20,  Features Intersected: DRAIN
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 29.384,  Lanes on structure: 6,  Base Highway Network: Yes (Inventory Route: 41,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 48.8m (160.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.9m (12.8ft)

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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021

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Structure Number: 4987,  Location: 0.3 MI N OF I-96 (Lat: 43.025150,  Lng: -85.666325),  Route carried "on" structure: US 131,  Year Built: 1969,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 25,871 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 37,875 (year 2018),  Design Load: HS 20,  Features Intersected: NORTH PARK ST
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 29.532,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 41,  Subroute: 7),  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 20.5m (67.3ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 63.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 37.9 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: Superior to present desirable 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: 4988,  Location: 0.3 MI N OF I-96 (Lat: 43.024969,  Lng: -85.665981),  Route carried "on" structure: US 131,  Year Built: 1969,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 25,871 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 37,875 (year 2018),  Design Load: HS 20,  Features Intersected: NORTH PARK ST
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 29.438,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 41,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 20.5m (67.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 63.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 37.9 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: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum 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: 5023,  Location: 0.25 MI W OF FRUIT RIDGE (Lat: 43.030600,  Lng: -85.768447),  Route carried "on" structure: County highway 2001,  Year Built: 1976,  Status: Open,  Structure Length: 1.09m (3.58ft),  Average Daily Traffic: 2,547 (year 2004),  Average Future Daily Traffic: 4,330 (year 2024),  Design Load: HS 20+Mod,  Features Intersected: NO NAME CREEK,  Facility Carried by Structure: 4 MILE RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.654,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.6m (11.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 57.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 51.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021

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Structure Number: 5024,  Location: 0.04 MI W OF WALKER AVE (Lat: 43.029889,  Lng: -85.731353),  Route carried "on" structure: County highway 2001,  Year Built: 1918,  Year Reconstructed: 1954,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 8,072 (year 2004),  Average Future Daily Traffic: 13,720 (year 2024),  Design Load: HS 20+Mod,  Features Intersected: INDIAN MILL CREEK,  Facility Carried by Structure: 4 MILE RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 5.676,  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: 8.2m (26.9ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 37.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: 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: Bituminous

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Structure Number: 5084,  Location: 0.15 MI E OF KENOWA AVE (Lat: 43.059808,  Lng: -85.785606),  Route carried "on" structure: County highway ,  Year Built: 1988,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 1,711 (year 2004),  Average Future Daily Traffic: 2,910 (year 2024),  Design Load: HS 20+Mod,  Features Intersected: LAUBACH COUNTY DRAIN,  Facility Carried by Structure: 6 MILE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.209,  Lanes on structure: 2,  Owner: County 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: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Very good,  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: 44.1 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 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: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5112,  Location: 0.30 MI W OF FRUIT RIDGE (Lat: 43.045197,  Lng: -85.774081),  Route carried "on" structure: County highway ,  Year Built: 1977,  Status: Open,  Structure Length: 1.15m (3.77ft),  Average Daily Traffic: 428 (year 2004),  Average Future Daily Traffic: 730 (year 2024),  Design Load: HS 20+Mod,  Features Intersected: LAUBACH COUNTY DRAIN,  Facility Carried by Structure: 5 MILE RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.139,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.9m (12.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 41.8 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021

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Structure Number: 5235,  Location: 0.50 MI W OF WALKER AVE (Lat: 43.015158,  Lng: -85.734039),  Route carried "on" structure: City street ,  Year Built: 2010,  Status: Open,  Structure Length: 1.39m (4.56ft),  Average Daily Traffic: 12,274 (year 2014),  Truck Traffic: 12%,  Average Future Daily Traffic: 19,370 (year 2028),  Design Load: HS 20,  Features Intersected: INDIAN MILL CREEK,  Facility Carried by Structure: 3 MILE RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 4.329,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 52.5 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: 40.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: 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: October 2020

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Structure Number: 5238,  Location: 0.4 MI N OF RICHMOND AVE (Lat: 42.998933,  Lng: -85.708008),  Route carried "on" structure: City street ,  Year Built: 1930,  Year Reconstructed: 1983,  Status: Posted for load,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 6,667 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 7,500 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: INDIAN MILL CREEK,  Facility Carried by Structure: BRISTOL AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.415,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.9m (35.8ft),  Curb-To-Curb Width: 6.4m (21.0ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 25.6 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: 19.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  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: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 524,  Location: 0.50 MI SE OF 3 MI RD (Lat: 43.008803,  Lng: -85.739594),  Route carried "on" structure: City street ,  Year Built: 1978,  Status: Open,  Structure Length: 1.18m (3.87ft),  Average Daily Traffic: 4,918 (year 2002),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,000 (year 2022),  Design Load: HS 20+Mod,  Features Intersected: CON RAIL,  Facility Carried by Structure: ELMRIDGE AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.946,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.8m (38.7ft)

Condition: Culverts: Satisfactory,  Operating Rating: 35.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 21.1 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020

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Structure Number: 8771,  Location: 2.5 MI NW OF KENT CO LINE (Lat: 43.038922,  Lng: -85.828439),  Route carried "on" structure: Interstate 96,  Year Built: 1957,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 36,000 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 41,400 (year 2033),  Design Load: HS 20,  Features Intersected: SAND CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 27.701,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 74,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.2m (30.2ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 75.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 45.4 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: 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 Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 8772,  Location: 1.4 MI NW OF KENT CO LINE (Lat: 43.033133,  Lng: -85.812119),  Route carried "on" structure: Interstate 96,  Year Built: 1956,  Status: Open,  Structure Length: 1.03m (3.38ft),  Average Daily Traffic: 36,000 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 41,400 (year 2033),  Design Load: HS 20,  Features Intersected: SAND CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 29.275,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 74,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 25.9m (85.0ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.9m (29.2ft),  Curb-To-Curb Width: 28.7m (94.2ft),  Out-to-Out Width: 35.3m (115.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 66.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 40.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior 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: June 2020

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Structure Number: 8773,  Location: 1.3 MI NW OF KENT CO LINE (Lat: 43.033519,  Lng: -85.809700),  Route carried "on" structure: Interstate 96,  Year Built: 1960,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 36,000 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 41,400 (year 2033),  Design Load: HS 20+Mod,  Features Intersected: SAND CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 29.347,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 74,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.3m (30.5ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 24.1m (79.1ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 60.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 36.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Membrane: Other

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Structure Number: 8774,  Location: 0.2 MI NW OF KENT CO LINE (Lat: 43.027192,  Lng: -85.791339),  Route carried "on" structure: Interstate 96,  Year Built: 1961,  Status: Open,  Structure Length: 1.06m (3.48ft),  Average Daily Traffic: 36,338 (year 2007),  Truck Traffic: 12%,  Average Future Daily Traffic: 42,903 (year 2018),  Design Load: HS 20+Mod,  Features Intersected: BR OF SAND CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 31.121,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 74,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 38.1m (125.0ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.6m (34.8ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 49.3m (161.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 79.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 47.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020

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Structure Number: 8786,  Location: 2.2 MI NW OF KENT CO LINE (Lat: 43.038292,  Lng: -85.826581),  Route carried "on" structure: County highway 7091,  Year Built: 1958,  Status: Open,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 5,000 (year 1996),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,750 (year 2016),  Design Load: H 20,  Features Intersected: I-96,  Facility Carried by Structure: 16TH AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.443,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 53.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 31.8 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: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 8787,  Location: 0.5 MI E OF MARNE (Lat: 43.030933,  Lng: -85.806628),  Route carried "on" structure: Interstate 96,  Year Built: 1961,  Year Reconstructed: 1978,  Status: Open,  Structure Length: 6.58m (21.59ft),  Average Daily Traffic: 19,024 (year 2007),  Truck Traffic: 11%,  Average Future Daily Traffic: 23,525 (year 2018),  Design Load: HS 20,  Features Intersected: M-11 WB
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 29.785,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 74,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 6 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 82.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 49.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 8788,  Location: 0.8 MI NW OF KENT CO LINE (Lat: 43.029047,  Lng: -85.801833),  Route carried "on" structure: Interstate 96,  Year Built: 1961,  Status: Open,  Structure Length: 3.32m (10.89ft),  Average Daily Traffic: 19,024 (year 2007),  Truck Traffic: 12%,  Average Future Daily Traffic: 21,452 (year 2018),  Design Load: HS 20+Mod,  Features Intersected: 4 MI RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 30.229,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 74,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.5m (41.0ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 58.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 28.2 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 8789,  Location: 0.8 MI NW OF KENT CO LINE (Lat: 43.029289,  Lng: -85.801675),  Route carried "on" structure: Interstate 96,  Year Built: 1961,  Status: Open,  Structure Length: 3.32m (10.89ft),  Average Daily Traffic: 19,024 (year 2007),  Truck Traffic: 12%,  Average Future Daily Traffic: 21,452 (year 2018),  Design Load: HS 20+Mod,  Features Intersected: 4 MI RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 30.154,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 74,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.5m (41.0ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 58.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 28.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior 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 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 8837,  Location: 0.05 MILES SOUTH OF HAYES (Lat: 43.030544,  Lng: -85.828019),  Route carried "on" structure: County highway 7091,  Year Built: 1974,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 2,410 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,350 (year 2040),  Design Load: HS 20,  Features Intersected: SAND CREEK,  Facility Carried by Structure: 16TH AVENUE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.571,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.7m (41.7ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 73.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 55.7 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: 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: October 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 8838,  Location: MARNE - 0.3 MI E OF 16TH (Lat: 43.031019,  Lng: -85.821933),  Route carried "on" structure: County highway ,  Year Built: 1923,  Status: Posted for load,  Structure Length: 1.03m (3.38ft),  Average Daily Traffic: 3,060 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,530 (year 2039),  Features Intersected: BRANCH OF SAND CREEK,  Facility Carried by Structure: HAYES ST
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 6.911,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.7m (31.8ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Fair,  Superstructure: Critical,  Substructure: Poor,  Channel: Fair,  Operating Rating: 27.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 16.5 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 replacement,  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: 30.0 - 39.9% below),  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous