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

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Structure Number: 783,  Location: 2.5 MI NE OF NEW BUFFALO (Lat: 41.819472,  Lng: -86.688158),  Route carried "on" structure: Interstate 94,  Year Built: 2008,  Status: Open,  Structure Length: 5.94m (19.49ft),  Average Daily Traffic: 18,879 (year 2007),  Truck Traffic: 30%,  Average Future Daily Traffic: 47,000 (year 2028),  Design Load: HS 25 or greater,  Features Intersected: GALIEN RIVER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 8.509,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 136,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.3m (63.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Fair,  Operating Rating: 83.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.3 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,  Waterway Adequacy: Equal to present desirable 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: Monolithic Concrete,  Deck Protection: Other

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Structure Number: 1317,  Location: 0.3 MI N OF I-94 BL (Lat: 42.316250,  Lng: -85.145494),  Route carried "on" structure: County highway 2011,  Year Built: 1968,  Status: Open,  Structure Length: 6.09m (19.98ft),  Average Daily Traffic: 11,619 (year 1995),  Truck Traffic: 8%,  Average Future Daily Traffic: 12,792 (year 2013),  Design Load: H 20,  Features Intersected: MDOT RR CORRIDOR,  Facility Carried by Structure: RAYMOND ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.337,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.7m (54.8ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 19.0m (62.3ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Serious,  Operating Rating: 70.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 42.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 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: 4202,  Location: 0.25 MI.WEST OF USH141 (Lat: 46.232017,  Lng: -88.461003),  Route carried "on" structure: Other road ,  Year Built: 1989,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 110 (year 1994),  Average Future Daily Traffic: 127 (year 2014),  Design Load: HS 20+Mod,  Features Intersected: HEMLOCK RIVER,  Facility Carried by Structure: PARKS FARM RD.
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.871,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very 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: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 783,  Location: IN PONTIAC (UNDR M-59 WB) (Lat: 42.643092,  Lng: -83.280500),  Route carried "on" structure: Ramp State highway 59,  Year Built: 1966,  Status: Open,  Structure Length: 6.76m (22.18ft),  Average Daily Traffic: 20,000 (year 1995),  Truck Traffic: 6%,  Average Future Daily Traffic: 28,587 (year 2015),  Design Load: HS 20,  Features Intersected: CLINTON R,  Facility Carried by Structure: UNIVERSITY DR(CONN
Minimum Vertical Clearance: 4.39m (14.40ft),  Kilometerpoint: 0.249,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 6 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.3m (79.7ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 85.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 48.9 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $110,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 7833,  Location: E LTS OF PONTIAC (Lat: 42.642408,  Lng: -83.259903),  Route carried "on" structure: State highway 59,  Year Built: 1967,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 3.93m (12.89ft),  Average Daily Traffic: 17,835 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 20,786 (year 2018),  Design Load: HS 20,  Features Intersected: CLINTON RIVER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.918,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 67,  Subroute: 8),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 65.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 39.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $811,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 7839,  Location: E LTS OF PONTIAC (Lat: 42.641694,  Lng: -83.249800),  Route carried "on" structure: County highway 2059,  Year Built: 1965,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 7.16m (23.49ft),  Average Daily Traffic: 16,460 (year 1974),  Truck Traffic: 3%,  Average Future Daily Traffic: 33,223 (year 2030),  Design Load: HL 93,  Features Intersected: M-59,  Facility Carried by Structure: OPDYKE RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 6.119,  Lanes on structure: 5,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.6m (84.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.7m (12.1ft),  Curb-To-Curb Width: 19.2m (63.0ft),  Out-to-Out Width: 23.8m (78.1ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 87.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than 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: September 2020,  Bridge Improvement Cost: $421,000,  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: 7842,  Location: IN PONTIAC (Lat: 42.644275,  Lng: -83.269336),  Route carried "on" structure: State highway 59,  Year Built: 1967,  Status: Open,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 17,835 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 20,786 (year 2018),  Design Load: HS 20,  Features Intersected: EAST BOULEVARD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 35.793,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 64,  Subroute: 6),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.6m (84.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 13.9m (45.6ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 77.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.42m (14.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $927,000,  Roadway Improvement Cost: $36,000,  Total Project Cost: $429,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 7848,  Location: IN PONTIAC (Lat: 42.643222,  Lng: -83.280497),  Route carried "on" structure: State highway 59,  Year Built: 1966,  Status: Open,  Structure Length: 6.28m (20.60ft),  Average Daily Traffic: 17,196 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 17,751 (year 2018),  Design Load: HS 20,  Features Intersected: UNIVERSITY DR CONNECTOR
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.185,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 67,  Subroute: 8),  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: 23.1m (75.8ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 81.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 48.6 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: Meets minimum limits,  Underclear: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $984,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 7849,  Location: IN PONTIAC (Lat: 42.644536,  Lng: -83.269386),  Route carried "on" structure: State highway 59,  Year Built: 1966,  Status: Open,  Structure Length: 4.97m (16.31ft),  Average Daily Traffic: 17,835 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 20,786 (year 2018),  Design Load: HS 20,  Features Intersected: EAST BOULEVARD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.110,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 67,  Subroute: 8),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.6m (84.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 71.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 42.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: 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: May 2021,  Bridge Improvement Cost: $201,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 7861,  Location: IN PONTIAC (Lat: 42.622339,  Lng: -83.324525),  Route carried "on" structure: US 24,  Year Built: 1957,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 16,803 (year 2007),  Truck Traffic: 3%,  Average Future Daily Traffic: 25,169 (year 2018),  Design Load: HS 20,  Features Intersected: CLINTON RIVER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 5.266,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 71,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 11 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 16.4m (53.8ft),  Out-to-Out Width: 19.0m (62.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Channel: Very good,  Operating Rating: 77.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 46.3 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: 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: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 7862,  Location: IN PONTIAC (Lat: 42.622375,  Lng: -83.324925),  Route carried "on" structure: US 24,  Year Built: 1957,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 16,803 (year 2007),  Truck Traffic: 3%,  Average Future Daily Traffic: 25,169 (year 2018),  Design Load: HS 20,  Features Intersected: CLINTON RIVER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.134,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 441,  Subroute: 92),  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 13 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 22.6m (74.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very 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: 58.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 7864,  Location: IN PONTIAC (Lat: 42.618828,  Lng: -83.320736),  Route carried "on" structure: City street 2059,  Year Built: 2000,  Status: Open,  Structure Length: 5.61m (18.41ft),  Average Daily Traffic: 21,000 (year 1974),  Truck Traffic: 5%,  Average Future Daily Traffic: 37,198 (year 2020),  Design Load: HS 25 or greater,  Features Intersected: US-24,  Facility Carried by Structure: ORCHARD LAKE RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.171,  Lanes on structure: 5,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 64,  Subroute: 5),  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.4m (53.8ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 24.0m (78.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 77.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 39.9 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: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: 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: 7981,  Location: S LTS OF PONTIAC (Lat: 42.604050,  Lng: -83.252606),  Route carried "on" structure: Business Interstate 75,  Year Built: 2000,  Status: Open,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 37,709 (year 2007),  Truck Traffic: 1%,  Average Future Daily Traffic: 37,414 (year 2018),  Design Load: HS 25 or greater,  Features Intersected: GTW RR
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.527,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 62,  Subroute: 12),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.7m (87.6ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 95.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 7982,  Location: S LTS OF PONTIAC (Lat: 42.603831,  Lng: -83.252456),  Route carried "on" structure: Business Interstate 75,  Year Built: 1966,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 7.18m (23.56ft),  Average Daily Traffic: 37,709 (year 2007),  Truck Traffic: 1%,  Average Future Daily Traffic: 37,414 (year 2018),  Design Load: HS 25 or greater,  Features Intersected: GTW RR
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.495,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 62,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 78.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 7983,  Location: S LTS OF PONTIAC (Lat: 42.604664,  Lng: -83.247878),  Route carried "on" structure: Business Interstate 75,  Year Built: 1966,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 4.70m (15.42ft),  Average Daily Traffic: 37,709 (year 2007),  Truck Traffic: 1%,  Average Future Daily Traffic: 37,414 (year 2018),  Design Load: HS 25 or greater,  Features Intersected: OPDYKE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.099,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 62,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 11 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.2m (89.2ft),  Curb-To-Curb Width: 18.6m (61.0ft),  Out-to-Out Width: 19.6m (64.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 37.9 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: 29.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: 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: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 7984,  Location: S LTS OF PONTIAC (Lat: 42.604444,  Lng: -83.247872),  Route carried "on" structure: Business Interstate 75,  Year Built: 1966,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 4.69m (15.39ft),  Average Daily Traffic: 37,709 (year 2007),  Truck Traffic: 1%,  Average Future Daily Traffic: 37,414 (year 2018),  Design Load: HS 25 or greater,  Features Intersected: OPDYKE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.144,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 62,  Subroute: 12),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 11 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.1m (88.9ft),  Curb-To-Curb Width: 18.6m (61.0ft),  Out-to-Out Width: 19.6m (64.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 71.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 42.4 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 8137,  Location: AT LAWRENCE STREET (Lat: 42.637092,  Lng: -83.295039),  Route carried "on" structure: Business Interstate 75,  Year Built: 1964,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 40,292 (year 2007),  Truck Traffic: 3%,  Average Future Daily Traffic: 36,918 (year 2018),  Design Load: HS 20+Mod,  Features Intersected: CLINTON RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.975,  Lanes on structure: 5,  Base Highway Network: Yes (Inventory Route: 64,  Subroute: 7),  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 26.2m (86.0ft)

Condition: Channel: Satisfactory,  Culverts: Poor,  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: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 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: 8138,  Location: BET UNIVERSITY DR & HURON (Lat: 42.639869,  Lng: -83.288742),  Route carried "on" structure: Business Interstate 75,  Year Built: 1973,  Status: Open,  Structure Length: 1.27m (4.17ft),  Average Daily Traffic: 38,994 (year 2007),  Truck Traffic: 2%,  Average Future Daily Traffic: 36,487 (year 2018),  Features Intersected: PONTIAC CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.138,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 67,  Subroute: 5),  Owner: State Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 3,  Length of Maximum Span: 5.2m (17.1ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020

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Structure Number: 8252,  Location: 1/2 MI SW ORCH LK & BL 75 (Lat: 42.626053,  Lng: -83.297636),  Route carried "on" structure: City street ,  Year Built: 1936,  Status: Open,  Structure Length: 1.03m (3.38ft),  Average Daily Traffic: 3,050 (year 1995),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,790 (year 2010),  Design Load: HS 20+Mod,  Features Intersected: CLINTON RIVER,  Facility Carried by Structure: GILLESPIE AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.605,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.0m (32.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 15.4m (50.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 51.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 30.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.03m (3.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $57,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $58,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 8259,  Location: 1 1/2 MI W UNIVER & I-75 (Lat: 42.656458,  Lng: -83.259839),  Route carried "on" structure: City street 2059,  Year Built: 1991,  Status: Open,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 8,383 (year 2012),  Average Future Daily Traffic: 10,229 (year 2032),  Design Load: HS 20,  Features Intersected: GRAND TRUNK WESTERN RR,  Facility Carried by Structure: UNIVERSITY DRIVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.336,  Lanes on structure: 5,  Base Highway Network: Yes (Inventory Route: 62,  Subroute: 1),  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 24.0m (78.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 52.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 4.45m (14.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $87,000,  Roadway Improvement Cost: $6,000,  Total Project Cost: $93,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 8261,  Location: 0.15 MI SW OF CASS AVE (Lat: 42.641278,  Lng: -83.301711),  Route carried "on" structure: City street ,  Year Built: 1969,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 4,220 (year 1995),  Average Future Daily Traffic: 2,860 (year 2010),  Design Load: HS 20+Mod,  Features Intersected: AUGUSTA DRAIN,  Facility Carried by Structure: SANDERSON AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.286,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 30.5m (100.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: 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: 83.3 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.85m (2.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $19,000,  Roadway Improvement Cost: $16,000,  Total Project Cost: $35,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 8263,  Location: 1/4 MI SE TELEGR & OAKLND (Lat: 42.665094,  Lng: -83.321442),  Route carried "on" structure: City street 2059,  Year Built: 2004,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 9,750 (year 2003),  Truck Traffic: 5%,  Average Future Daily Traffic: 14,500 (year 2023),  Design Load: HS 20,  Features Intersected: CN & GTW RR,  Facility Carried by Structure: KENNETT ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.575,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.0m (45.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 63.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  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: July 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: 8265,  Location: 1/4 MI E M-59 & I-75 BL (Lat: 42.641336,  Lng: -83.282208),  Route carried "on" structure: City street ,  Year Built: 1954,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 8,260 (year 1995),  Average Future Daily Traffic: 16,070 (year 2010),  Features Intersected: CLINTON RIVER,  Facility Carried by Structure: PADDOCK ST
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.068,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.0m (32.8ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 65.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: 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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 8266,  Location: 2 MI S INT JOSLYN & I-75 (Lat: 42.674053,  Lng: -83.280675),  Route carried "on" structure: Alternate City street 2059,  Year Built: 1932,  Year Reconstructed: 1972,  Status: Open,  Structure Length: 2.97m (9.74ft),  Average Daily Traffic: 13,938 (year 2012),  Truck Traffic: 4%,  Average Future Daily Traffic: 17,007 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: GRAND TRUNK WESTERN RR,  Facility Carried by Structure: JOSLYN ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.350,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 67,  Subroute: 10),  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.7m (31.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 16.1m (52.8ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 61.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 37.3 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 8268,  Location: 1/8 MI N INTER M-59 & EBL (Lat: 42.646289,  Lng: -83.270033),  Route carried "on" structure: City street 2059,  Year Built: 1938,  Year Reconstructed: 1973,  Status: Open,  Structure Length: 0.93m (3.05ft),  Average Daily Traffic: 26,220 (year 1995),  Average Future Daily Traffic: 26,750 (year 2010),  Design Load: HS 20+Mod,  Features Intersected: CLINTON RIVER,  Facility Carried by Structure: MARTIN LUTHER KING
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.911,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 19.2m (63.0ft),  Out-to-Out Width: 22.7m (74.5ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 84.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.94m (3.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $24,000,  Roadway Improvement Cost: $9,000,  Total Project Cost: $33,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 8269,  Location: 1/4 MI E EAST BLVD & BL75 (Lat: 42.616872,  Lng: -83.269831),  Route carried "on" structure: City street 2059,  Year Built: 1976,  Status: Open,  Structure Length: 5.73m (18.80ft),  Average Daily Traffic: 8,700 (year 1995),  Average Future Daily Traffic: 6,290 (year 2010),  Design Load: HS 20+Mod,  Features Intersected: GRAND TRUNK WESTERN RR,  Facility Carried by Structure: MARTIN LUTHER KING
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.486,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 30 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: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 21.4m (70.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 55.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 33.4 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: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.24m (0.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $149,000,  Roadway Improvement Cost: $14,000,  Total Project Cost: $163,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 13456,  Location: 3.5 MI N OF M-45 (Lat: 43.023222,  Lng: -86.091667),  Route carried "on" structure: State highway 231,  Year Built: 2014,  Status: Open,  Structure Length: 4.36m (14.30ft),  Average Daily Traffic: 3,500 (year 0000),  Truck Traffic: 8%,  Average Future Daily Traffic: 22,000 (year 2035),  Design Load: Greater than HL93,  Features Intersected: SLEEPER STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 5.647,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 42.6m (139.8ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 69.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 39.5 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: Equal to present desirable criteria,  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: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 13756,  Location: AT ORCHARD LAKE RD (Lat: 42.634000,  Lng: -83.293000),  Route carried "on" structure: Business Interstate 75,  Year Built: 1964,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 40,292 (year 2007),  Truck Traffic: 3%,  Average Future Daily Traffic: 36,918 (year 2018),  Design Load: HS 20+Mod,  Features Intersected: CLINTON RIVER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.326,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 64,  Subroute: 7),  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 27.4m (89.9ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 97.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 13757,  Location: AT E SIDE US-24 BR (Lat: 42.639000,  Lng: -83.289000),  Route carried "on" structure: State highway 59,  Year Built: 1964,  Status: Open,  Structure Length: 0.89m (2.92ft),  Average Daily Traffic: 27,166 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 30,258 (year 2018),  Design Load: HS 20+Mod,  Features Intersected: PONTIAC CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 34.052,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 64,  Subroute: 6),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 54.2 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 13764,  Location: S OF UNIVERSITY DR (Lat: 42.640439,  Lng: -83.287981),  Route carried "on" structure: City street ,  Year Built: 1963,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 200 (year 2014),  Average Future Daily Traffic: 230 (year 2034),  Features Intersected: CLINTON RIVER,  Facility Carried by Structure: UNION STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.105,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.2m (17.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft)

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

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Structure Number: 13765,  Location: W OF WOODWARD (Lat: 42.637217,  Lng: -83.289456),  Route carried "on" structure: City street ,  Year Built: 1963,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 200 (year 2013),  Truck Traffic: 3%,  Average Future Daily Traffic: 230 (year 2033),  Features Intersected: CLINTON RIVER,  Facility Carried by Structure: E PIKE STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.212,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 97.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: 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: 13766,  Location: W OF WOODWARD (Lat: 42.636186,  Lng: -83.289283),  Route carried "on" structure: City street ,  Year Built: 1963,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 200 (year 2014),  Average Future Daily Traffic: 230 (year 2030),  Features Intersected: CLINTON RIVER,  Facility Carried by Structure: WATER STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.050,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft)

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

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Structure Number: 13767,  Location: BTWN SAGINAW AND WOODWARD (Lat: 42.634486,  Lng: -83.290436),  Route carried "on" structure: City street ,  Year Built: 1963,  Status: Open,  Structure Length: 0.84m (2.76ft),  Average Daily Traffic: 200 (year 2014),  Average Future Daily Traffic: 230 (year 2034),  Features Intersected: CLINTON RIVER,  Facility Carried by Structure: AUBURN AVENUE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 64,  Subroute: 5),  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.5m (11.5ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft)

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

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Structure Number: 13768,  Location: S OF ORCHARD LAKE RD (Lat: 42.633772,  Lng: -83.296997),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 200 (year 2014),  Average Future Daily Traffic: 230 (year 2034),  Features Intersected: CLINTON RIVER,  Facility Carried by Structure: BAGLEY STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.213,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 97.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: 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: 13772,  Location: SW OF N CASS AVE (Lat: 42.643814,  Lng: -83.305097),  Route carried "on" structure: City street ,  Year Built: 1969,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 200 (year 2014),  Average Future Daily Traffic: 230 (year 2034),  Features Intersected: PONTIAC CREEK,  Facility Carried by Structure: JOHNSON STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.011,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: 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,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than 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: Low Slump Concrete

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Structure Number: 7839,  Location: E LTS OF PONTIAC (Lat: 42.641694,  Lng: -83.249800),  Route carried "under" structure: State highway 59,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 38,730 (year 2007),  Truck Traffic: 4%,  Features Intersected: M-59,  Facility Carried by Structure: OPDYKE RD
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 37.443,  Lanes on structure: 5,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.6m (84.0ft)

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Structure Number: 7842,  Location: IN PONTIAC (Lat: 42.644275,  Lng: -83.269336),  Route carried "under" structure: City street 2059,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 1976),  Features Intersected: EAST BOULEVARD,  Facility Carried by Structure: M-59 EB
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 0.679,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.6m (84.0ft)

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Structure Number: 7848,  Location: IN PONTIAC (Lat: 42.643222,  Lng: -83.280497),  Route carried "under" structure: City street ,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 4,500 (year 1974),  Features Intersected: UNIVERSITY DR CONNECTOR,  Facility Carried by Structure: M-59 WB
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 0.264,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.1m (75.8ft)

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Structure Number: 7849,  Location: IN PONTIAC (Lat: 42.644536,  Lng: -83.269386),  Route carried "under" structure: City street 2059,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 1976),  Features Intersected: EAST BOULEVARD,  Facility Carried by Structure: M-59 WB
Minimum Vertical Clearance: 6.32m (20.73ft),  Kilometerpoint: 0.710,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.6m (84.0ft)

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Structure Number: 7854,  Location: IN PONTIAC (Lat: 42.642097,  Lng: -83.259081),  Route carried "under" structure: State highway 59,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 35,670 (year 2007),  Truck Traffic: 6%,  Features Intersected: M-59,  Facility Carried by Structure: GTW RR (ABN)
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 36.681,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 22.2m (72.8ft)

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Structure Number: 7864,  Location: IN PONTIAC (Lat: 42.618828,  Lng: -83.320736),  Route carried "under" structure: US 24,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 54,018 (year 2007),  Truck Traffic: 2%,  Features Intersected: US-24,  Facility Carried by Structure: ORCHARD LAKE RD
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 0.689,  Lanes on structure: 5,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 16.4m (53.8ft)

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Structure Number: 7983,  Location: S LTS OF PONTIAC (Lat: 42.604664,  Lng: -83.247878),  Route carried "under" structure: County highway 2059,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 15,750 (year 0000),  Features Intersected: OPDYKE ROAD,  Facility Carried by Structure: I-75 BL NB
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 2.004,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.2m (89.2ft)

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Structure Number: 7984,  Location: S LTS OF PONTIAC (Lat: 42.604444,  Lng: -83.247872),  Route carried "under" structure: County highway 2059,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 15,750 (year 1995),  Features Intersected: OPDYKE ROAD,  Facility Carried by Structure: I-75 BL SB
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 1.980,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.1m (88.9ft)

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Structure Number: 7993,  Location: 0.2 MI NW OF PONTIAC (Lat: 42.661669,  Lng: -83.323250),  Route carried "under" structure: Business US 24,  Year Built: 1927,  Structure Length: 0. m,  Average Daily Traffic: 21,053 (year 2007),  Truck Traffic: 6%,  Features Intersected: US-24BL,  Facility Carried by Structure: GTW RR
Minimum Vertical Clearance: 4.27m (14.01ft),  Kilometerpoint: 3.375,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.5m (64.0ft)