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

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Structure Number: 505,  Location: 11 MI NE OF LANSE (Lat: 46.840611,  Lng: -88.251833),  Route carried "on" structure: County highway 776,  Year Built: 2011,  Status: Open,  Structure Length: 1.91m (6.27ft),  Average Daily Traffic: 944 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,400 (year 2034),  Design Load: Greater than HL93,  Features Intersected: RAVINE RIVER,  Facility Carried by Structure: SKANEE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.963,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 52.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 36.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than 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: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4939,  Location: 1.4 MI S OF WYOMING (Lat: 42.835639,  Lng: -85.676442),  Route carried "on" structure: US 131,  Year Built: 2000,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 61,220 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 67,917 (year 2018),  Design Load: HS 25 or greater,  Features Intersected: BUCK CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 7.624,  Lanes on structure: 6,  Base Highway Network: Yes (Inventory Route: 41,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 49.7m (163.1ft),  Skew: 13 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 54.3m (178.1ft),  Out-to-Out Width: 78.2m (256.6ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 53.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 34.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  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

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Structure Number: 4944,  Location: 6.3 MI S OF GRAND RAPIDS (Lat: 42.832022,  Lng: -85.674908),  Route carried "on" structure: US 131,  Year Built: 2000,  Status: Open,  Structure Length: 6.89m (22.60ft),  Average Daily Traffic: 61,220 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 67,917 (year 2018),  Design Load: HS 25 or greater,  Features Intersected: CONRAIL
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 7.212,  Lanes on structure: 8,  Base Highway Network: Yes (Inventory Route: 41,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 33.5m (109.9ft),  Skew: 34 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 41.8m (137.1ft),  Out-to-Out Width: 43.8m (143.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 72.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 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: Superior to present desirable criteria,  Approach Roadway Alignment: Better than 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,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4963,  Location: 2.4 MI S OF WYOMING (Lat: 42.811714,  Lng: -85.668733),  Route carried "on" structure: County highway 4108,  Year Built: 1998,  Status: Open,  Structure Length: 3.38m (11.09ft),  Average Daily Traffic: 12,750 (year 1998),  Truck Traffic: 3%,  Average Future Daily Traffic: 13,150 (year 2018),  Design Load: HS 25 or greater,  Features Intersected: US-131,  Facility Carried by Structure: 84TH ST
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 9.331,  Lanes on structure: 6,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 22.8m (74.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 16.9m (55.4ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 22.8m (74.8ft),  Out-to-Out Width: 28.3m (92.8ft)

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

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Structure Number: 4964,  Location: 2.0 MI S OF WYOMING (Lat: 42.826250,  Lng: -85.671844),  Route carried "on" structure: County highway 2001,  Year Built: 2000,  Status: Open,  Structure Length: 4.13m (13.55ft),  Average Daily Traffic: 14,400 (year 2000),  Truck Traffic: 15%,  Average Future Daily Traffic: 17,700 (year 2020),  Design Load: HS 25 or greater,  Features Intersected: US-131,  Facility Carried by Structure: 76TH ST
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 9.066,  Lanes on structure: 6,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 20.6m (67.6ft),  Curb or Sidewalk Widths: Left: 2.5m (8.2ft),  Right: 2.5m (8.2ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 26.9m (88.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 53.5 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: High priority of replacement,  Underclear: Equal to present minimum criteria,  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: 4965,  Location: 0.4 MI S OF WYOMING (Lat: 42.840933,  Lng: -85.677794),  Route carried "on" structure: County highway 2001,  Year Built: 2000,  Status: Open,  Structure Length: 6.29m (20.64ft),  Average Daily Traffic: 22,905 (year 1995),  Truck Traffic: 10%,  Average Future Daily Traffic: 41,369 (year 2015),  Design Load: HS 20,  Features Intersected: US-131,  Facility Carried by Structure: 68TH ST
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.068,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 341,  Subroute: 29),  Owner: State Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.9m (58.7ft),  Curb or Sidewalk Widths: Left: 2.2m (7.2ft),  Right: 2.2m (7.2ft),  Curb-To-Curb Width: 21.0m (68.9ft),  Out-to-Out Width: 23.3m (76.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 73.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 44.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5013,  Location: 0.45 MI W OF DIVISION AVE (Lat: 42.840850,  Lng: -85.672608),  Route carried "on" structure: County highway 2001,  Year Built: 2002,  Status: Open,  Structure Length: 1.53m (5.02ft),  Average Daily Traffic: 27,000 (year 2004),  Truck Traffic: 3%,  Average Future Daily Traffic: 45,900 (year 2024),  Design Load: HS 20,  Features Intersected: BUCK CREEK,  Facility Carried by Structure: 68TH STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.507,  Lanes on structure: 5,  Base Highway Network: Yes (Inventory Route: 341,  Subroute: 29),  Owner: County Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.5m (44.3ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 22.2m (72.8ft),  Out-to-Out Width: 23.1m (75.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 72.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 5045,  Location: 0.25 MILE S OF 76TH ST (Lat: 42.822844,  Lng: -85.683442),  Route carried "on" structure: County highway ,  Year Built: 1963,  Year Reconstructed: 1974,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 6,431 (year 2003),  Average Future Daily Traffic: 10,930 (year 2023),  Design Load: HS 20+Mod,  Features Intersected: BUCK CREEK,  Facility Carried by Structure: CLYDE PARK AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 6.071,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.2m (13.8ft)

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

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Structure Number: 505,  Location: 0.3 MI N OF 68TH ST (Lat: 42.845383,  Lng: -85.663697),  Route carried "on" structure: County highway 2001,  Year Built: 1961,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 18,648 (year 2004),  Average Future Daily Traffic: 31,700 (year 2024),  Design Load: HS 20+Mod,  Features Intersected: CUTLERVILLE DRAIN,  Facility Carried by Structure: DIVISION AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 9.486,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 42.1 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021

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Structure Number: 5139,  Location: 0.25 MI E OF DIVISION AVE (Lat: 42.820761,  Lng: -85.658575),  Route carried "on" structure: County highway ,  Year Built: 1976,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 704 (year 2003),  Average Future Daily Traffic: 1,200 (year 2023),  Design Load: HS 20+Mod,  Features Intersected: SHARPS CREEK,  Facility Carried by Structure: 79TH STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.410,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 41.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 34.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021

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Structure Number: 12893,  Location: BYRON TWP SEC 1 (Lat: 42.848533,  Lng: -85.668600),  Route carried "on" structure: State highway 6,  Year Built: 2001,  Status: Open,  Structure Length: 15.60m (51.18ft),  Average Daily Traffic: 26,271 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 47,355 (year 2018),  Design Load: HS 25 or greater,  Features Intersected: BUCK CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 9.494,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 200,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 44.7m (146.7ft),  Curb-To-Curb Width: 19.8m (65.0ft),  Out-to-Out Width: 22.1m (72.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 61.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 27.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: 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: 129,  Location: BYRON TWP SEC 1 (Lat: 42.848953,  Lng: -85.668667),  Route carried "on" structure: State highway 6,  Year Built: 2000,  Status: Open,  Structure Length: 15.60m (51.18ft),  Average Daily Traffic: 26,271 (year 2007),  Truck Traffic: 3%,  Average Future Daily Traffic: 49,200 (year 2020),  Design Load: HS 25 or greater,  Features Intersected: BUCK CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 9.487,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 200,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 44.7m (146.7ft),  Curb-To-Curb Width: 19.8m (65.0ft),  Out-to-Out Width: 20.8m (68.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 71.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 43.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: 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: 12904,  Location: BYRON TWP SEC 1 (Lat: 42.848939,  Lng: -85.673767),  Route carried "on" structure: State highway 6,  Year Built: 2000,  Status: Open,  Structure Length: 2.20m (7.22ft),  Average Daily Traffic: 26,271 (year 2007),  Truck Traffic: 3%,  Average Future Daily Traffic: 20,200 (year 2025),  Design Load: HS 20,  Features Intersected: NORFOLK SOUTHERN RR
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 9.072,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 200,  Subroute: 2),  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: 1,  Length of Maximum Span: 22.0m (72.2ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 71.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 43.1 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,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 12905,  Location: BYRON TWP SEC 1 (Lat: 42.848658,  Lng: -85.673758),  Route carried "on" structure: State highway 6,  Year Built: 2000,  Status: Open,  Structure Length: 2.20m (7.22ft),  Average Daily Traffic: 26,271 (year 2007),  Truck Traffic: 3%,  Average Future Daily Traffic: 24,900 (year 2025),  Design Load: HS 20,  Features Intersected: NORFOLK SOUTHERN RR
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 9.072,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 200,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.0m (72.2ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 73.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.7 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 12907,  Location: BYRON TWP SEC 1 (Lat: 42.849608,  Lng: -85.673778),  Route carried "on" structure: Ramp State highway 6,  Year Built: 2000,  Status: Open,  Structure Length: 2.20m (7.22ft),  Average Daily Traffic: 9,700 (year 2000),  Truck Traffic: 6%,  Average Future Daily Traffic: 9,700 (year 2015),  Design Load: HS 25 or greater,  Features Intersected: NORFOLK SOUTHERN RR
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.346,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.0m (72.2ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 69.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.1 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 12908,  Location: BYRON TWP SEC 1 (Lat: 42.849192,  Lng: -85.673772),  Route carried "on" structure: Ramp State highway 6,  Year Built: 2000,  Status: Open,  Structure Length: 2.20m (7.22ft),  Average Daily Traffic: 15,300 (year 2000),  Truck Traffic: 6%,  Average Future Daily Traffic: 15,300 (year 2015),  Design Load: HS 25 or greater,  Features Intersected: NORFOLK SOUTHERN RR
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.448,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.0m (72.2ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 75.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 45.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present 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: 1291,  Location: BYRON TWP SEC 1 (Lat: 42.848392,  Lng: -85.673753),  Route carried "on" structure: Ramp State highway 6,  Year Built: 2000,  Status: Open,  Structure Length: 2.20m (7.22ft),  Average Daily Traffic: 15,300 (year 2000),  Truck Traffic: 6%,  Average Future Daily Traffic: 15,300 (year 2015),  Design Load: HS 25 or greater,  Features Intersected: NORFOLK SOUTHERN RR
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.334,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.0m (72.2ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 84.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 50.5 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 12911,  Location: BYRON TWP SEC 1 (Lat: 42.848069,  Lng: -85.673747),  Route carried "on" structure: Ramp State highway 6,  Year Built: 2000,  Status: Open,  Structure Length: 2.33m (7.64ft),  Average Daily Traffic: 5,600 (year 2000),  Average Future Daily Traffic: 5,600 (year 2015),  Design Load: HS 25 or greater,  Features Intersected: NORFOLK SOUTHERN RR
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.597,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.3m (76.4ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 68.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 41.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 12913,  Location: BYRON TWP SEC 2&3 (Lat: 42.852656,  Lng: -85.703311),  Route carried "on" structure: County highway ,  Year Built: 2001,  Status: Open,  Structure Length: 8.76m (28.74ft),  Average Daily Traffic: 5,200 (year 2000),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,700 (year 2015),  Design Load: HS 20,  Features Intersected: M-6,  Facility Carried by Structure: BURLINGAME AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 9.343,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 14.2m (46.6ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 44.8m (147.0ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 53.1 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: 41.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  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: 12914,  Location: BYRON TWP SEC 1&2 (Lat: 42.848378,  Lng: -85.683578),  Route carried "on" structure: Ramp State highway 6,  Year Built: 2000,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 8,500 (year 2000),  Truck Traffic: 9%,  Average Future Daily Traffic: 8,500 (year 2015),  Design Load: HS 25 or greater,  Features Intersected: CLYDE PARK AVENUE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.533,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.0m (128.0ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 78.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 47.0 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: August 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: 12915,  Location: BYRON TWP SEC 1&2 (Lat: 42.848633,  Lng: -85.683583),  Route carried "on" structure: State highway 6,  Year Built: 2000,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 25,815 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 23,750 (year 2015),  Design Load: HS 25 or greater,  Features Intersected: CLYDE PARK AVENUE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 8.271,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 200,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.2m (36.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.0m (128.0ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 72.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 43.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present desirable 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: August 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: 12916,  Location: BYRON TWP SEC 1&2 (Lat: 42.848914,  Lng: -85.683583),  Route carried "on" structure: State highway 6,  Year Built: 2000,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 25,815 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 24,250 (year 2015),  Design Load: HS 25 or greater,  Features Intersected: CLYDE PARK AVENUE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 8.269,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 200,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 11.2m (36.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.0m (128.0ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 83.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 49.9 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: High priority of corrective action,  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: Epoxy Coated Reinforcing

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Structure Number: 12917,  Location: BYRON TWP SEC 1&2 (Lat: 42.849189,  Lng: -85.683583),  Route carried "on" structure: Ramp State highway 6,  Year Built: 2000,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 8,250 (year 2000),  Truck Traffic: 8%,  Average Future Daily Traffic: 8,250 (year 2015),  Design Load: HS 25 or greater,  Features Intersected: CLYDE PARK AVENUE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.647,  Lanes on structure: 1,  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: 1,  Length of Maximum Span: 39.0m (128.0ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Very good,  Operating Rating: 81.0 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 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: 12918,  Location: BYRON TWP SEC 1 (Lat: 42.843103,  Lng: -85.677683),  Route carried "on" structure: Ramp State highway 6,  Year Built: 2000,  Status: Open,  Structure Length: 5.51m (18.08ft),  Average Daily Traffic: 8,250 (year 2000),  Truck Traffic: 8%,  Average Future Daily Traffic: 8,250 (year 2015),  Design Load: HS 25 or greater,  Features Intersected: US-131NB C-D & RAMP B
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.243,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Skew: 7 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 55.1m (180.8ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 75.0 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: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: 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: 12919,  Location: BYRON TWP SEC 1&2 (Lat: 42.843942,  Lng: -85.679233),  Route carried "on" structure: Ramp State highway 6,  Year Built: 2000,  Status: Open,  Structure Length: 5.73m (18.80ft),  Average Daily Traffic: 9,250 (year 2000),  Truck Traffic: 8%,  Average Future Daily Traffic: 9,250 (year 2015),  Design Load: HS 25 or greater,  Features Intersected: US-131SB C-D & RAMP C
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.388,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.3m (30.5ft),  Skew: 7 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 57.3m (188.0ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 69.9 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: Equal to 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: 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: 1292,  Location: BYRON TWP SEC 1 (Lat: 42.848394,  Lng: -85.678053),  Route carried "on" structure: Ramp State highway 6,  Year Built: 2000,  Status: Open,  Structure Length: 11.69m (38.35ft),  Average Daily Traffic: 15,250 (year 2000),  Truck Traffic: 8%,  Average Future Daily Traffic: 15,250 (year 2015),  Design Load: HS 25 or greater,  Features Intersected: US-131
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.950,  Lanes on structure: 2,  Lanes under structure: 13,  Owner: State Highway Agency,  Approaching Roadway Width: 11.7m (38.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 57.0 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: 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: 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: 12921,  Location: BYRON TWP SEC 1 (Lat: 42.849183,  Lng: -85.678094),  Route carried "on" structure: Ramp State highway 6,  Year Built: 2000,  Status: Open,  Structure Length: 11.69m (38.35ft),  Average Daily Traffic: 13,750 (year 2000),  Truck Traffic: 7%,  Average Future Daily Traffic: 15,813 (year 2020),  Design Load: HS 25 or greater,  Features Intersected: US-131
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.062,  Lanes on structure: 2,  Lanes under structure: 13,  Owner: State Highway Agency,  Approaching Roadway Width: 11.7m (38.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 57.0 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: 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: 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: 12922,  Location: BYRON TWP SEC 1 (Lat: 42.848928,  Lng: -85.678081),  Route carried "on" structure: State highway 6,  Year Built: 2000,  Status: Open,  Structure Length: 11.69m (38.35ft),  Average Daily Traffic: 26,271 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 24,250 (year 2015),  Design Load: HS 25 or greater,  Features Intersected: US-131
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 8.686,  Lanes on structure: 2,  Lanes under structure: 13,  Base Highway Network: Yes (Inventory Route: 200,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 12.4m (40.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 57.0 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: Better than present minimum 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: 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: 12923,  Location: BYRON TWP SEC 1 (Lat: 42.848644,  Lng: -85.678067),  Route carried "on" structure: State highway 6,  Year Built: 2000,  Status: Open,  Structure Length: 11.69m (38.35ft),  Average Daily Traffic: 26,271 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 23,750 (year 2015),  Design Load: HS 25 or greater,  Features Intersected: US-131
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 8.688,  Lanes on structure: 2,  Lanes under structure: 13,  Base Highway Network: Yes (Inventory Route: 200,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.4m (40.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 57.0 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: 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: 12924,  Location: BYRON TWP SEC 1 (Lat: 42.848964,  Lng: -85.663708),  Route carried "on" structure: State highway 6,  Year Built: 2000,  Status: Open,  Structure Length: 4.54m (14.90ft),  Average Daily Traffic: 26,271 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 39,500 (year 2015),  Design Load: HS 25 or greater,  Features Intersected: DIVISION AVENUE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 9.893,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 200,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 45.4m (149.0ft),  Curb-To-Curb Width: 18.0m (59.1ft),  Out-to-Out Width: 20.2m (66.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 88.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 52.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: 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: 12925,  Location: BYRON TWP SEC 1 (Lat: 42.848681,  Lng: -85.663708),  Route carried "on" structure: State highway 6,  Year Built: 2000,  Status: Open,  Structure Length: 4.54m (14.90ft),  Average Daily Traffic: 26,271 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 39,500 (year 2015),  Design Load: HS 20,  Features Intersected: DIVISION AVENUE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 9.895,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 200,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 45.4m (149.0ft),  Curb-To-Curb Width: 18.0m (59.1ft),  Out-to-Out Width: 20.2m (66.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 94.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 56.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: 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: 12926,  Location: GAINES TWP SEC 5&6 (Lat: 42.848586,  Lng: -85.644517),  Route carried "on" structure: State highway 6,  Year Built: 2001,  Status: Open,  Structure Length: 4.07m (13.35ft),  Average Daily Traffic: 26,271 (year 2007),  Truck Traffic: 3%,  Average Future Daily Traffic: 20,500 (year 2015),  Design Load: HS 25 or greater,  Features Intersected: EASTERN AVENUE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 11.462,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 200,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 40.7m (133.5ft),  Curb-To-Curb Width: 18.0m (59.1ft),  Out-to-Out Width: 19.1m (62.7ft)

Condition: Deck: Very good,  Superstructure: Good,  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: 42.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 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: 12927,  Location: GAINES TWP SEC 5&6 (Lat: 42.848867,  Lng: -85.644517),  Route carried "on" structure: State highway 6,  Year Built: 2001,  Status: Open,  Structure Length: 4.07m (13.35ft),  Average Daily Traffic: 26,271 (year 2007),  Truck Traffic: 3%,  Average Future Daily Traffic: 20,500 (year 2015),  Design Load: HS 25 or greater,  Features Intersected: EASTERN AVENUE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 11.462,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 200,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 40.7m (133.5ft),  Curb-To-Curb Width: 18.0m (59.1ft),  Out-to-Out Width: 19.1m (62.7ft)

Condition: Deck: Good,  Superstructure: Good,  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: 42.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  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: November 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: 12934,  Location: BYRON TWP SEC 1&2 (Lat: 42.849811,  Lng: -85.683589),  Route carried "on" structure: Ramp US 131,  Year Built: 2000,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 8,500 (year 2000),  Truck Traffic: 9%,  Average Future Daily Traffic: 8,500 (year 2015),  Design Load: HS 25 or greater,  Features Intersected: CLYDE PARK AVENUE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.748,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.7m (28.5ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.0m (128.0ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Very good,  Operating Rating: 88.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 52.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: August 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: 12935,  Location: BYRON TWP SEC 1&2 (Lat: 42.848042,  Lng: -85.683572),  Route carried "on" structure: Ramp State highway 6,  Year Built: 2000,  Status: Open,  Structure Length: 4.13m (13.55ft),  Average Daily Traffic: 9,750 (year 2000),  Truck Traffic: 8%,  Average Future Daily Traffic: 9,750 (year 2020),  Design Load: HS 25 or greater,  Features Intersected: CLYDE PARK AVENUE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.291,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.3m (30.5ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 22.3m (73.2ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: 43.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: 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: August 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: 4963,  Location: 2.4 MI S OF WYOMING (Lat: 42.811714,  Lng: -85.668733),  Route carried "under" structure: US 131,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 56,065 (year 2015),  Truck Traffic: 7%,  Features Intersected: US-131,  Facility Carried by Structure: 84TH ST
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 4.868,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 16.9m (55.4ft)

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Structure Number: 4964,  Location: 2.0 MI S OF WYOMING (Lat: 42.826250,  Lng: -85.671844),  Route carried "under" structure: US 131,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 61,220 (year 2007),  Truck Traffic: 10%,  Features Intersected: US-131,  Facility Carried by Structure: 76TH ST
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 6.523,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 20.6m (67.6ft)

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Structure Number: 4965,  Location: 0.4 MI S OF WYOMING (Lat: 42.840933,  Lng: -85.677794),  Route carried "under" structure: US 131,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 61,220 (year 2007),  Truck Traffic: 9%,  Features Intersected: US-131,  Facility Carried by Structure: 68TH ST
Minimum Vertical Clearance: 5.92m (19.42ft),  Kilometerpoint: 8.235,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 17.9m (58.7ft)

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Structure Number: 12913,  Location: BYRON TWP SEC 2&3 (Lat: 42.852656,  Lng: -85.703311),  Route carried "under" structure: State highway 6,  Year Built: 2001,  Structure Length: 0. m,  Average Daily Traffic: 51,630 (year 2007),  Truck Traffic: 5%,  Features Intersected: M-6,  Facility Carried by Structure: BURLINGAME AVE
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 6.600,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 44.8m (147.0ft)

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Structure Number: 12914,  Location: BYRON TWP SEC 1&2 (Lat: 42.848378,  Lng: -85.683578),  Route carried "under" structure: County highway ,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 3,500 (year 2000),  Truck Traffic: 3%,  Features Intersected: CLYDE PARK AVENUE,  Facility Carried by Structure: M-6 EB C-D
Minimum Vertical Clearance: 6.40m (21.00ft),  Kilometerpoint: 8.906,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.0m (128.0ft)

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Structure Number: 12915,  Location: BYRON TWP SEC 1&2 (Lat: 42.848633,  Lng: -85.683583),  Route carried "under" structure: County highway ,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 3,500 (year 2000),  Features Intersected: CLYDE PARK AVENUE,  Facility Carried by Structure: M-6 EB
Minimum Vertical Clearance: 5.84m (19.16ft),  Kilometerpoint: 8.935,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.0m (128.0ft)

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Structure Number: 12916,  Location: BYRON TWP SEC 1&2 (Lat: 42.848914,  Lng: -85.683583),  Route carried "under" structure: County highway ,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 3,500 (year 2000),  Features Intersected: CLYDE PARK AVENUE,  Facility Carried by Structure: M-6 WB
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 8.966,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.0m (128.0ft)

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Structure Number: 12917,  Location: BYRON TWP SEC 1&2 (Lat: 42.849189,  Lng: -85.683583),  Route carried "under" structure: County highway ,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 3,500 (year 2000),  Features Intersected: CLYDE PARK AVENUE,  Facility Carried by Structure: M-6 WB C-D
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 8.997,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.0m (128.0ft)

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Structure Number: 12918,  Location: BYRON TWP SEC 1 (Lat: 42.843103,  Lng: -85.677683),  Route carried "under" structure: Ramp US 131,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 12,000 (year 2000),  Truck Traffic: 8%,  Features Intersected: US-131NB C-D & RAMP B,  Facility Carried by Structure: M-6, RAMPS J & T
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 0.896,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 55.1m (180.8ft)

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Structure Number: 12919,  Location: BYRON TWP SEC 1&2 (Lat: 42.843942,  Lng: -85.679233),  Route carried "under" structure: US 131,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 14,750 (year 2000),  Truck Traffic: 10%,  Features Intersected: US-131SB C-D & RAMP C,  Facility Carried by Structure: M-6 RAMP M
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 1.239,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 57.3m (188.0ft)

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Structure Number: 1292,  Location: BYRON TWP SEC 1 (Lat: 42.848394,  Lng: -85.678053),  Route carried "under" structure: US 131,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 61,220 (year 2007),  Truck Traffic: 9%,  Features Intersected: US-131,  Facility Carried by Structure: M-6 EB C-D
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 9.066,  Lanes on structure: 2,  Lanes under structure: 13,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.1m (115.2ft)

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Structure Number: 12921,  Location: BYRON TWP SEC 1 (Lat: 42.849183,  Lng: -85.678094),  Route carried "under" structure: US 131,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 58,040 (year 2007),  Truck Traffic: 9%,  Features Intersected: US-131,  Facility Carried by Structure: M-6 WB C-D
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 9.153,  Lanes on structure: 2,  Lanes under structure: 13,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.1m (115.2ft)