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

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Structure Number: 4771,  Location: IN GRAND RAPIDS (Lat: 42.972469,  Lng: -85.653578),  Route carried "on" structure: Interstate 196,  Year Built: 1964,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 7.50m (24.61ft),  Average Daily Traffic: 31,051 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 45,000 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: GRAND RAPIDS EASTERN RR
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 17.803,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 40,  Subroute: 5),  Owner: State Highway Agency,  Approaching Roadway Width: 22.1m (72.5ft),  Skew: 14 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.3m (106.0ft),  Curb-To-Curb Width: 22.3m (73.2ft),  Out-to-Out Width: 22.3m (73.2ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 87.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.6 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.50m (24.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $729,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $114,000,  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: 4772,  Location: IN GRAND RAPIDS (Lat: 42.972592,  Lng: -85.653917),  Route carried "on" structure: Interstate 196,  Year Built: 1964,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 7.50m (24.61ft),  Average Daily Traffic: 31,051 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 44,500 (year 2022),  Design Load: HS 20+Mod,  Features Intersected: GRAND RAPIDS EASTERN RR
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 17.897,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 40,  Subroute: 9),  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 14 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.3m (106.0ft),  Curb-To-Curb Width: 23.7m (77.8ft),  Out-to-Out Width: 24.6m (80.7ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 88.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.9 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.50m (24.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $728,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $113,000,  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: 4773,  Location: IN GRAND RAPIDS (Lat: 42.971944,  Lng: -85.671278),  Route carried "on" structure: Interstate 196,  Year Built: 1964,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 69,092 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 83,259 (year 2018),  Design Load: HS 20+Mod,  Features Intersected: GTW RR (ABN)
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 16.311,  Lanes on structure: 7,  Base Highway Network: Yes (Inventory Route: 40,  Subroute: 5),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 36.9m (121.1ft),  Out-to-Out Width: 59.7m (195.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021

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Structure Number: 4774,  Location: IN GRAND RAPIDS (Lat: 42.973150,  Lng: -85.679744),  Route carried "on" structure: Interstate 196,  Year Built: 1964,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 5.39m (17.68ft),  Average Daily Traffic: 34,546 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 45,010 (year 2018),  Design Load: HS 20+Mod,  Features Intersected: BROADWAY AVE & TURNER AV
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 15.621,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 40,  Subroute: 5),  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 21.1m (69.2ft)

Condition: Deck: Good,  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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum 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

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Structure Number: 4775,  Location: IN GRAND RAPIDS (I-196 WB (Lat: 42.972947,  Lng: -85.678233),  Route carried "on" structure: Interstate 296,  Year Built: 1963,  Status: Open,  Structure Length: 4.02m (13.19ft),  Average Daily Traffic: 47,806 (year 2007),  Truck Traffic: 11%,  Average Future Daily Traffic: 57,022 (year 2018),  Design Load: HS 20+Mod,  Features Intersected: I-196 EB, M-21
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 23.451,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 41,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 17.5m (57.4ft),  Out-to-Out Width: 18.2m (59.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 54.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 23 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 4776,  Location: IN GRAND RAPIDS (Lat: 42.972786,  Lng: -85.677225),  Route carried "on" structure: Interstate 296,  Year Built: 1963,  Status: Open,  Structure Length: 3.78m (12.40ft),  Average Daily Traffic: 47,806 (year 2007),  Truck Traffic: 11%,  Average Future Daily Traffic: 57,022 (year 2018),  Design Load: HS 20+Mod,  Features Intersected: I-196 EB, M-21
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 23.443,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 41,  Subroute: 7),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  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: 31.1 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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.78m (12.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $25,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $30,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 4777,  Location: IN GRAND RAPIDS (I-196 NB (Lat: 42.974831,  Lng: -85.677753),  Route carried "on" structure: Interstate 296,  Year Built: 1963,  Status: Open,  Structure Length: 11.28m (37.01ft),  Average Daily Traffic: 47,806 (year 2007),  Truck Traffic: 11%,  Average Future Daily Traffic: 57,022 (year 2018),  Design Load: HS 20+Mod,  Features Intersected: I-196 WB TO I-196,296 NB
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 23.653,  Lanes on structure: 4,  Lanes under structure: 3,  Base Highway Network: Yes (Inventory Route: 41,  Subroute: 7),  Owner: State Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Skew: 29 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 39.0m (128.0ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.0m,  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 25.0m (82.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  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: 38.9 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $524,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 4778,  Location: IN GRAND RAPIDS (6TH ST) (Lat: 42.976903,  Lng: -85.677978),  Route carried "on" structure: Interstate 296,  Year Built: 1963,  Status: Open,  Structure Length: 4.36m (14.30ft),  Average Daily Traffic: 50,972 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 63,403 (year 2018),  Design Load: HS 20+Mod,  Features Intersected: 6TH AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 23.911,  Lanes on structure: 5,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 41,  Subroute: 7),  Owner: State Highway Agency,  Approaching Roadway Width: 18.2m (59.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 20.4m (66.9ft),  Out-to-Out Width: 21.1m (69.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 64.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 38.6 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: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 4779,  Location: IN GRAND RAPIDS (6TH ST) (Lat: 42.976875,  Lng: -85.677497),  Route carried "on" structure: Interstate 296,  Year Built: 1963,  Status: Open,  Structure Length: 4.23m (13.88ft),  Average Daily Traffic: 50,972 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 63,403 (year 2018),  Design Load: HS 20+Mod,  Features Intersected: 6TH AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 23.892,  Lanes on structure: 5,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 41,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 18.2m (59.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 20.4m (66.9ft),  Out-to-Out Width: 21.2m (69.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 67.1 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 478,  Location: IN GRAND RAPIDS (I-196EB) (Lat: 42.972728,  Lng: -85.676081),  Route carried "on" structure: City street ,  Year Built: 1964,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 5.12m (16.80ft),  Average Daily Traffic: 2,900 (year 2008),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,200 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: I-196 EB,  Facility Carried by Structure: SCRIBNER AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.718,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.0m (91.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.9m (52.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 76.1 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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  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: 4781,  Location: IN GRAND RAPIDS (Lat: 42.972039,  Lng: -85.672322),  Route carried "on" structure: Interstate 196,  Year Built: 1964,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 5.44m (17.85ft),  Average Daily Traffic: 34,546 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 45,010 (year 2018),  Design Load: HS 20+Mod,  Features Intersected: MONROE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 16.257,  Lanes on structure: 4,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 40,  Subroute: 5),  Owner: State Highway Agency,  Approaching Roadway Width: 18.2m (59.7ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 58.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 35.0 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: High priority of replacement,  Underclear: Meets minimum limits,  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: 4782,  Location: IN GRAND RAPIDS (Lat: 42.971725,  Lng: -85.670036),  Route carried "on" structure: Interstate 196,  Year Built: 1963,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 5.83m (19.13ft),  Average Daily Traffic: 34,546 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 47,000 (year 2022),  Design Load: HS 20+Mod,  Features Intersected: OTTAWA AVE & RAMP A
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 16.445,  Lanes on structure: 3,  Lanes under structure: 3,  Base Highway Network: Yes (Inventory Route: 40,  Subroute: 5),  Owner: State Highway Agency,  Approaching Roadway Width: 17.9m (58.7ft),  Skew: 11 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.4m (76.8ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 93.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $162,000,  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: 4783,  Location: IN GRAND RAPIDS (Lat: 42.971889,  Lng: -85.670033),  Route carried "on" structure: Interstate 196,  Year Built: 1963,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 5.90m (19.36ft),  Average Daily Traffic: 34,546 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 47,000 (year 2022),  Design Load: HS 20+Mod,  Features Intersected: OTTAWA AVE & RAMP A
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 16.567,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes (Inventory Route: 40,  Subroute: 9),  Owner: State Highway Agency,  Approaching Roadway Width: 17.9m (58.7ft),  Skew: 11 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.7m (77.8ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 93.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $925,000,  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: 4784,  Location: IN GRAND RAPIDS (Lat: 42.972153,  Lng: -85.670036),  Route carried "on" structure: Ramp Interstate 196,  Year Built: 1963,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 4.86m (15.94ft),  Average Daily Traffic: 7,850 (year 1999),  Truck Traffic: 8%,  Average Future Daily Traffic: 9,028 (year 2019),  Design Load: HS 20+Mod,  Features Intersected: OTTAWA AVE & RAMP A
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.089,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 93.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 55.7 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: Meets minimum limits,  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: 4785,  Location: IN GRAND RAPIDS (Lat: 42.971586,  Lng: -85.668806),  Route carried "on" structure: Interstate 196,  Year Built: 1964,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 7.01m (23.00ft),  Average Daily Traffic: 34,546 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 49,000 (year 2022),  Design Load: HS 25 or greater,  Features Intersected: US-131BR & IONIA
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 16.548,  Lanes on structure: 4,  Lanes under structure: 8,  Base Highway Network: Yes (Inventory Route: 40,  Subroute: 5),  Owner: State Highway Agency,  Approaching Roadway Width: 19.4m (63.6ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.5m (73.8ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 22.3m (73.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 73.2 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: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  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: 4786,  Location: IN GRAND RAPIDS DIVISION (Lat: 42.971783,  Lng: -85.668828),  Route carried "on" structure: Interstate 196,  Year Built: 1964,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 7.22m (23.69ft),  Average Daily Traffic: 34,546 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 47,000 (year 2022),  Design Load: HS 25 or greater,  Features Intersected: US-131BR & IONIA
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 16.667,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes (Inventory Route: 40,  Subroute: 9),  Owner: State Highway Agency,  Approaching Roadway Width: 14.8m (48.6ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.5m (73.8ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: 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: 61.9 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.23m (23.72ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $1,125,000,  Roadway Improvement Cost: $69,000,  Total Project Cost: $817,000,  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: 4787,  Location: IN GRAND RAPIDS DIVISION (Lat: 42.972989,  Lng: -85.668867),  Route carried "on" structure: Ramp Interstate 196,  Year Built: 1964,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 5.48m (17.98ft),  Average Daily Traffic: 5,800 (year 1999),  Truck Traffic: 8%,  Average Future Daily Traffic: 6,670 (year 2019),  Design Load: HS 20+Mod,  Features Intersected: US-131BR & IONIA
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.208,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.2m (86.0ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 88.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 53.1 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,  Underclear: Somewhat better than minimum adequacy,  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: 4788,  Location: IN GRAND RAPIDS (Lat: 42.971542,  Lng: -85.664392),  Route carried "on" structure: City street ,  Year Built: 2009,  Status: Open,  Structure Length: 4.66m (15.29ft),  Average Daily Traffic: 2,750 (year 1988),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,500 (year 2030),  Design Load: Greater than HL93,  Features Intersected: I-196 & M-21,  Facility Carried by Structure: COIT AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.124,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 22.6m (74.1ft),  Curb or Sidewalk Widths: Left: 3.7m (12.1ft),  Right: 3.7m (12.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 68.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 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: 4789,  Location: IN GRAND RAPIDS LAFAYETTE (Lat: 42.971581,  Lng: -85.661931),  Route carried "on" structure: Interstate 196,  Year Built: 2009,  Status: Open,  Structure Length: 2.02m (6.63ft),  Average Daily Traffic: 33,144 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 53,000 (year 2030),  Design Load: Greater than HL93,  Features Intersected: LAFAYETTE AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 17.108,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 40,  Subroute: 5),  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.3m (63.3ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 23.0m (75.5ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 69.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.8 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,  Underclear: Somewhat better than minimum adequacy,  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: 479,  Location: IN GRAND RAPIDS LAFAYETTE (Lat: 42.971747,  Lng: -85.661933),  Route carried "on" structure: Interstate 196,  Year Built: 2009,  Status: Open,  Structure Length: 2.02m (6.63ft),  Average Daily Traffic: 33,144 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 51,750 (year 2030),  Design Load: Greater than HL93,  Features Intersected: LAFAYETTE AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 17.229,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 40,  Subroute: 9),  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.3m (63.3ft),  Curb-To-Curb Width: 22.1m (72.5ft),  Out-to-Out Width: 23.1m (75.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 69.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: 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: 4791,  Location: IN GRAND RAPIDS (Lat: 42.971722,  Lng: -85.656994),  Route carried "on" structure: City street 2001,  Year Built: 2008,  Status: Open,  Structure Length: 4.04m (13.25ft),  Average Daily Traffic: 13,800 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 22,950 (year 2027),  Design Load: Greater than HL93,  Features Intersected: I-196,  Facility Carried by Structure: COLLEGE AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.770,  Lanes on structure: 6,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 19.5m (64.0ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 28.5m (93.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 58.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 45.0 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: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  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: 4792,  Location: IN GRAND RAPIDS (Lat: 42.973303,  Lng: -85.649625),  Route carried "on" structure: City street ,  Year Built: 2009,  Status: Open,  Structure Length: 4.69m (15.39ft),  Average Daily Traffic: 2,000 (year 1988),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,300 (year 2008),  Design Load: Greater than HL93,  Features Intersected: I-196 & M-21,  Facility Carried by Structure: EASTERN AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.916,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 22.5m (73.8ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 18.4m (60.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 87.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  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: 4793,  Location: IN GRAND RAPIDS (Lat: 42.973589,  Lng: -85.644689),  Route carried "on" structure: City street ,  Year Built: 2010,  Status: Open,  Structure Length: 4.86m (15.94ft),  Average Daily Traffic: 7,101 (year 1992),  Truck Traffic: 3%,  Average Future Daily Traffic: 7,800 (year 2030),  Design Load: Greater than HL93,  Features Intersected: I-196 & M-21,  Facility Carried by Structure: DIAMOND AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.186,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.5m (80.4ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 18.4m (60.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 97.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: 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: 4794,  Location: IN GRAND RAPIDS (Lat: 42.973350,  Lng: -85.639761),  Route carried "on" structure: County highway 2001,  Year Built: 2010,  Status: Open,  Structure Length: 3.93m (12.89ft),  Average Daily Traffic: 15,752 (year 1994),  Truck Traffic: 2%,  Average Future Daily Traffic: 35,000 (year 2030),  Design Load: Greater than HL93,  Features Intersected: I-196 & M-21,  Facility Carried by Structure: FULLER AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.927,  Lanes on structure: 5,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 40,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 24.7m (81.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 18.9m (62.0ft),  Curb or Sidewalk Widths: Left: 3.7m (12.1ft),  Right: 3.7m (12.1ft),  Curb-To-Curb Width: 24.7m (81.0ft),  Out-to-Out Width: 33.0m (108.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 64.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.8 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,  Underclear: Meets minimum limits,  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: 4795,  Location: IN GRAND RAPIDS (Lat: 42.976600,  Lng: -85.610453),  Route carried "on" structure: City street 2001,  Year Built: 1963,  Status: Open,  Structure Length: 7.02m (23.03ft),  Average Daily Traffic: 6,500 (year 2016),  Truck Traffic: 3%,  Average Future Daily Traffic: 10,000 (year 2036),  Design Load: H 15,  Features Intersected: I-196 & M-21,  Facility Carried by Structure: MARYLAND AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.819,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: 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: 25.9 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,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 4796,  Location: IN GRAND RAPIDS (Lat: 42.976306,  Lng: -85.625156),  Route carried "on" structure: Interstate 196,  Year Built: 2021,  Status: Open,  Structure Length: 2.72m (8.92ft),  Average Daily Traffic: 35,825 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 41,600 (year 2039),  Design Load: Greater than HL93,  Features Intersected: PLYMOUTH RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 20.217,  Lanes on structure: 3,  Lanes under structure: 3,  Base Highway Network: Yes (Inventory Route: 40,  Subroute: 5),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.6m (70.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.3m (63.3ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 59.6 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: 37.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 7 months,  Inspection Date: December 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: 4797,  Location: IN GRAND RAPIDS (Lat: 42.976583,  Lng: -85.625158),  Route carried "on" structure: Interstate 196,  Year Built: 2021,  Status: Open,  Structure Length: 2.71m (8.89ft),  Average Daily Traffic: 35,825 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 41,600 (year 2039),  Design Load: Greater than HL93,  Features Intersected: PLYMOUTH RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 20.341,  Lanes on structure: 3,  Lanes under structure: 3,  Base Highway Network: Yes (Inventory Route: 40,  Subroute: 9),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.6m (70.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.3m (63.3ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 62.2 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: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 19 months,  Inspection Date: December 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: 4798,  Location: IN GRAND RAPIDS (Lat: 42.972964,  Lng: -85.669675),  Route carried "on" structure: Ramp Interstate 196,  Year Built: 1964,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 3.44m (11.29ft),  Average Daily Traffic: 5,800 (year 1999),  Truck Traffic: 8%,  Average Future Daily Traffic: 6,670 (year 2019),  Design Load: HS 20+Mod,  Features Intersected: DANLY MACHINE BLDG
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.277,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 65.4 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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum 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

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Structure Number: 4801,  Location: IN GRAND RAPIDS (Lat: 42.948078,  Lng: -85.710417),  Route carried "on" structure: Interstate 196,  Year Built: 1963,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 30.59m (100.36ft),  Average Daily Traffic: 32,500 (year 2011),  Truck Traffic: 12%,  Average Future Daily Traffic: 32,800 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: MARKET AVE & GRAND RIVER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 10.760,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 40,  Subroute: 5),  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 32.5m (106.6ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.1 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2021,  Underwater 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: 4802,  Location: IN GRAND RAPIDS (Lat: 42.947914,  Lng: -85.710858),  Route carried "on" structure: Interstate 196,  Year Built: 1963,  Status: Open,  Structure Length: 29.75m (97.60ft),  Average Daily Traffic: 32,500 (year 2011),  Truck Traffic: 12%,  Average Future Daily Traffic: 37,800 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: MARKET AVE & GRAND RIVER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 10.781,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 40,  Subroute: 9),  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 32.5m (106.6ft),  Curb-To-Curb Width: 9.9m (32.5ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Very good,  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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: 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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: November 2021,  Underwater 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: 4808,  Location: IN GRAND RAPIDS (Lat: 42.955658,  Lng: -85.705133),  Route carried "on" structure: Interstate 196,  Year Built: 1964,  Status: Open,  Structure Length: 5.41m (17.75ft),  Average Daily Traffic: 20,625 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 26,100 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: CONRAIL (ABN)
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 11.914,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 40,  Subroute: 5),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.9m (58.7ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 79.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 47.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to 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: Monolithic Concrete

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Structure Number: 4809,  Location: IN GRAND RAPIDS (Lat: 42.955392,  Lng: -85.705475),  Route carried "on" structure: Interstate 196,  Year Built: 1964,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 5.58m (18.31ft),  Average Daily Traffic: 20,625 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 26,100 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: CONRAIL (ABN)
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 11.922,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 40,  Subroute: 9),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 70.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 42.4 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $107,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 481,  Location: IN GRAND RAPIDS (Lat: 42.973264,  Lng: -85.682419),  Route carried "on" structure: Interstate 196,  Year Built: 1964,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 8.23m (27.00ft),  Average Daily Traffic: 27,318 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 39,932 (year 2018),  Design Load: HS 25 or greater,  Features Intersected: CSX RR, SEWARD AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 15.418,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 40,  Subroute: 5),  Owner: State Highway Agency,  Approaching Roadway Width: 21.6m (70.9ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 28.7m (94.2ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.7m (71.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 85.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior 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

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Structure Number: 4811,  Location: IN GRAND RAPIDS (Lat: 42.973461,  Lng: -85.682458),  Route carried "on" structure: Interstate 196,  Year Built: 1964,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 8.23m (27.00ft),  Average Daily Traffic: 27,318 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 39,932 (year 2018),  Design Load: HS 25 or greater,  Features Intersected: CSX RR, SEWARD AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 15.510,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 40,  Subroute: 9),  Owner: State Highway Agency,  Approaching Roadway Width: 21.6m (70.9ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.5m (83.7ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.7m (71.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 85.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior 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: 4819,  Location: IN GRAND RAPIDS (Lat: 42.957236,  Lng: -85.705694),  Route carried "on" structure: Interstate 196,  Year Built: 1964,  Status: Open,  Structure Length: 6.33m (20.77ft),  Average Daily Traffic: 20,625 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 26,100 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: BUTTERWORTH
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 12.096,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes (Inventory Route: 40,  Subroute: 5),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.8m (74.8ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 35.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: 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: Bituminous

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Structure Number: 482,  Location: IN GRAND RAPIDS (Lat: 42.956950,  Lng: -85.705936),  Route carried "on" structure: Interstate 196,  Year Built: 1964,  Status: Open,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 20,625 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 26,100 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: BUTTERWORTH ST
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 12.101,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes (Inventory Route: 40,  Subroute: 9),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.3m (76.4ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  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: 36.6 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: Equal to present minimum criteria,  Underclear: 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: Monolithic Concrete

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Structure Number: 4821,  Location: IN GRAND RAPIDS (Lat: 42.965328,  Lng: -85.707264),  Route carried "on" structure: Ramp State highway 45,  Year Built: 1964,  Status: Open,  Structure Length: 4.32m (14.17ft),  Average Daily Traffic: 6,900 (year 1982),  Truck Traffic: 3%,  Average Future Daily Traffic: 7,935 (year 2002),  Design Load: HS 20,  Features Intersected: I-196 WB,  Facility Carried by Structure: RAMP OVER WB I-196
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.212,  Lanes on structure: 2,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.5m (64.0ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 67.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 40.2 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: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $58,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 4822,  Location: IN GRAND RAPIDS I-196 WB (Lat: 42.965869,  Lng: -85.706586),  Route carried "on" structure: State highway 45,  Year Built: 1964,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 4.81m (15.78ft),  Average Daily Traffic: 36,401 (year 2007),  Truck Traffic: 1%,  Average Future Daily Traffic: 34,089 (year 2018),  Design Load: HS 20,  Features Intersected: I-196 WB
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 6.584,  Lanes on structure: 4,  Lanes under structure: 3,  Base Highway Network: Yes (Inventory Route: 40,  Subroute: 5),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.1m (75.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 19.3m (63.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: 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: 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: High priority of corrective action,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $37,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete