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

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Structure Number: 272,  Location: JUST N OF 136TH AVE (Lat: 42.681758,  Lng: -85.662378),  Route carried "on" structure: County highway ,  Year Built: 1969,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 380 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 565 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RABBIT RIVER,  Facility Carried by Structure: 12TH STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 11.290,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 55.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 39.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 2328,  Location: 0.4 MI NW OF LANSING RD (Lat: 42.684808,  Lng: -84.662017),  Route carried "on" structure: Interstate 96,  Year Built: 2001,  Status: Open,  Structure Length: 7.07m (23.20ft),  Average Daily Traffic: 17,748 (year 2007),  Truck Traffic: 22%,  Average Future Daily Traffic: 15,769 (year 2018),  Design Load: HS 20+Mod,  Features Intersected: CANAL RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 9.637,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 56,  Subroute: 6),  Owner: State Highway Agency,  Approaching Roadway Width: 12.6m (41.3ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.6m (110.2ft),  Curb-To-Curb Width: 14.1m (46.3ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 76.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 24.6 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 2329,  Location: 0.4 MI NW OF LANSING RD (Lat: 42.683892,  Lng: -84.662014),  Route carried "on" structure: Interstate 96,  Year Built: 2001,  Status: Open,  Structure Length: 8.92m (29.27ft),  Average Daily Traffic: 17,748 (year 2007),  Truck Traffic: 22%,  Average Future Daily Traffic: 15,769 (year 2018),  Design Load: HS 20+Mod,  Features Intersected: CANAL RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 9.734,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 56,  Subroute: 5),  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 43.5m (142.7ft),  Curb-To-Curb Width: 14.1m (46.3ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 63.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 37.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 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: 2617,  Location: 1.4 MI N OF M-57 (Lat: 43.202400,  Lng: -83.520300),  Route carried "on" structure: State highway 15,  Year Built: 1997,  Status: Open,  Structure Length: 1.17m (3.84ft),  Average Daily Traffic: 7,165 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,364 (year 2018),  Design Load: HS 25 or greater,  Features Intersected: BUTTERNUT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.662,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 150,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.7m (38.4ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 43.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum 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: July 2020

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Structure Number: 2683,  Location: N JCT I-75 (Lat: 43.097756,  Lng: -83.763011),  Route carried "on" structure: Ramp Interstate 75,  Year Built: 1971,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 12.01m (39.40ft),  Average Daily Traffic: 3,100 (year 1988),  Truck Traffic: 7%,  Average Future Daily Traffic: 3,565 (year 2008),  Design Load: HS 20,  Features Intersected: I-475RAMP B & I-75
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 0.407,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 32.6m (107.0ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 61.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 36.6 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: High priority of corrective action,  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: 2692,  Location: N JCT I-75 (Lat: 43.097392,  Lng: -83.762994),  Route carried "on" structure: Ramp Interstate 475,  Year Built: 1971,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 12.25m (40.19ft),  Average Daily Traffic: 11,989 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 12,845 (year 2018),  Design Load: HS 20,  Features Intersected: I-75
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 27.019,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 45.4m (149.0ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 70.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 42.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: Somewhat better than minimum adequacy,  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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 2715,  Location: 500' W OF I-69 (SL SEC28) (Lat: 42.972814,  Lng: -83.768000),  Route carried "on" structure: County highway 2590,  Year Built: 1940,  Year Reconstructed: 1966,  Status: Posted for load,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 18,682 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 33,742 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: W.BR.SWARTZCREEK,  Facility Carried by Structure: BRISTOL ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.867,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.5m (37.7ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 21.4m (70.2ft)

Condition: Deck: Serious,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 19.4 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: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Designated Inspection Frequency: Every 6 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 2719,  Location: BET ATLAS & STATE ROAD (Lat: 42.991092,  Lng: -83.514100),  Route carried "on" structure: County highway ,  Year Built: 2008,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 2,092 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,778 (year 2038),  Features Intersected: KEARSLEY CREEK,  Facility Carried by Structure: ATHERTON ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 16.247,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.2m (69.6ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 58.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 48.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 2991,  Location: SEC 23-26 MARENISCO TWP (Lat: 46.275656,  Lng: -89.525900),  Route carried "on" structure: County highway 2775,  Year Built: 1953,  Status: Posted for load,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 21 (year 1998),  Average Future Daily Traffic: 21 (year 2018),  Design Load: H 15,  Features Intersected: TENDERFOOT CREEK,  Facility Carried by Structure: ORMES LANGFORD RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 16.551,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb-To-Curb Width: 4.3m (14.1ft),  Out-to-Out Width: 5.4m (17.7ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 35.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 13.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 1.13m (3.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $158,000,  Roadway Improvement Cost: $16,000,  Total Project Cost: $218,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2992,  Location: SEC 32 WATERSMEET TWP (Lat: 46.253008,  Lng: -89.452050),  Route carried "on" structure: County highway 2775,  Year Built: 2008,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 60 (year 2006),  Average Future Daily Traffic: 80 (year 2026),  Design Load: HS 20,  Features Intersected: CISCO BR ONTONAGON RIVER,  Facility Carried by Structure: WEST CISCO LAKE RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.024,  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: 15.5m (50.9ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 64.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.8 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 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: 2993,  Location: SEC 9 WATERSMEET TWP (Lat: 46.222625,  Lng: -89.428694),  Route carried "on" structure: County highway 2775,  Year Built: 1973,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 37 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 45 (year 2035),  Design Load: H 20,  Features Intersected: LINDSLEY LAKE CHANNEL,  Facility Carried by Structure: RODDIS ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 34.028,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.7m (28.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.9m (48.9ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 38.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.48m (17.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $768,000,  Roadway Improvement Cost: $77,000,  Total Project Cost: $1,056,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 8868,  Location: SECTION 30 CHESTER TWP (Lat: 43.142503,  Lng: -85.888828),  Route carried "on" structure: County highway ,  Year Built: 1972,  Status: Open,  Structure Length: 1.00m (3.28ft),  Average Daily Traffic: 480 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 865 (year 2039),  Design Load: H 20,  Features Intersected: RIO GRANDE CREEK,  Facility Carried by Structure: 40TH AVENUE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 9.946,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.7m (31.8ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Fair,  Operating Rating: 66.4 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: 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: December 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 9076,  Location: 3.3 MI N OF GENESEE COL (Lat: 43.263600,  Lng: -83.951011),  Route carried "on" structure: State highway 13,  Year Built: 1939,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 0.74m (2.43ft),  Average Daily Traffic: 5,700 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 6,300 (year 2035),  Design Load: H 15,  Features Intersected: PATTEE CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.261,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 47,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb-To-Curb Width: 20.9m (68.6ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Poor,  Operating Rating: 47.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 28.5 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 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: 9077,  Location: 7.8 MI S OF M-46 (Lat: 43.299839,  Lng: -83.953003),  Route carried "on" structure: State highway 13,  Year Built: 2016,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 5,700 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 6,300 (year 2035),  Design Load: Greater than HL93,  Features Intersected: MILKS DRAIN
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.561,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 47,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 12.6m (41.3ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 18.4m (60.4ft)

Condition: Channel: Good,  Culverts: 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: 53.1 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: 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: July 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 9079,  Location: 7.2 MI S OF M-46 (Lat: 43.308483,  Lng: -83.953228),  Route carried "on" structure: State highway 13,  Year Built: 2016,  Status: Open,  Structure Length: 13.41m (44.00ft),  Average Daily Traffic: 6,275 (year 2012),  Truck Traffic: 6%,  Average Future Daily Traffic: 7,000 (year 2034),  Design Load: Greater than HL93,  Features Intersected: FLINT R
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 4.593,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 47,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 54.9m (180.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 50.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 38.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $97,000,  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: 9204,  Location: AT LINCOLN ROAD (Lat: 43.220025,  Lng: -83.989283),  Route carried "on" structure: County highway ,  Year Built: 1994,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 914 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 960 (year 2024),  Design Load: HS 20,  Features Intersected: MISTEGUAY CREEK,  Facility Carried by Structure: GARY ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 30.828,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 23.7m (77.8ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  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: 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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum 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: 9205,  Location: 0.3 MI E OF MARSHALL ROAD (Lat: 43.250403,  Lng: -83.849475),  Route carried "on" structure: County highway 7324,  Year Built: 1988,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 3,452 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,625 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: PINE RUN CREEK,  Facility Carried by Structure: BIRCH RUN ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 4.431,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 69.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 41.5 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: 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: November 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 9214,  Location: AT BUECHE ROAD (Lat: 43.292519,  Lng: -83.971944),  Route carried "on" structure: County highway ,  Year Built: 1996,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 422 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 443 (year 2017),  Design Load: HS 20,  Features Intersected: SAVAGE DRAIN,  Facility Carried by Structure: FRY ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 4.888,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 65.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 38.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.61m (2.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $350,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $550,000,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 9255,  Location: 0.9 MI N OF CHESANING RD (Lat: 43.219508,  Lng: -83.988808),  Route carried "on" structure: County highway 7359,  Year Built: 1931,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 1,205 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,470 (year 2037),  Design Load: HS 20,  Features Intersected: MISTEGUAY CREEK,  Facility Carried by Structure: LINCOLN ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 9.721,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 58.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 24.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum 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: 9256,  Location: 0.3 MI N OF FRY ROAD (Lat: 43.299856,  Lng: -83.932372),  Route carried "on" structure: County highway 7365,  Year Built: 1993,  Status: Open,  Structure Length: 8.29m (27.20ft),  Average Daily Traffic: 2,938 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,585 (year 2038),  Design Load: HS 20,  Features Intersected: FLINT RIVER,  Facility Carried by Structure: SHERIDAN ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 18.564,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 60.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 41.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: 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: 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: 9257,  Location: 0.5 MI N OF BUSCH ROAD (Lat: 43.308008,  Lng: -83.933222),  Route carried "on" structure: County highway 7365,  Year Built: 1984,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 1,694 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,779 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: BIRCH RUN CREEK,  Facility Carried by Structure: SHERIDAN ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 19.479,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  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 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 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 9261,  Location: 0.2 MI N OF BIRCH RUN RD (Lat: 43.253133,  Lng: -83.866764),  Route carried "on" structure: County highway 7375,  Year Built: 1957,  Year Reconstructed: 1959,  Status: Open,  Structure Length: 3.00m (9.84ft),  Average Daily Traffic: 405 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 425 (year 2017),  Design Load: HS 15,  Features Intersected: PINE RUN CREEK,  Facility Carried by Structure: MORSEVILLE RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.884,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 15.0m (49.2ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Poor,  Operating Rating: 54.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 9263,  Location: 0.9 MI N OF CANADA ROAD (Lat: 43.277722,  Lng: -83.885450),  Route carried "on" structure: County highway 7375,  Year Built: 2016,  Status: Open,  Structure Length: 3.07m (10.07ft),  Average Daily Traffic: 100 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 393 (year 2035),  Design Load: Greater than HL93,  Features Intersected: SILVER CREEK,  Facility Carried by Structure: MORSEVILLE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 6.430,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.9m (98.1ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 73.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 48.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.59m (8.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $50,000,  Total Project Cost: $50,000,  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: 9273,  Location: 0.1 MI E OF SEYMOUR ROAD (Lat: 43.249867,  Lng: -83.872644),  Route carried "on" structure: County highway 7322,  Year Built: 1978,  Status: Open,  Structure Length: 6.70m (21.98ft),  Average Daily Traffic: 3,400 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,570 (year 2028),  Design Load: HS 20,  Features Intersected: FLINT RIVER,  Facility Carried by Structure: BIRCH RUN ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.548,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.6m (41.3ft)

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

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Structure Number: 9275,  Location: 0.2 MI E OF LITCHFIELD RD (Lat: 43.234617,  Lng: -83.991953),  Route carried "on" structure: ServiceCounty highway ,  Year Built: 1974,  Status: Open,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 267 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 280 (year 2017),  Design Load: H 20,  Features Intersected: MISTEGUAY CREEK,  Facility Carried by Structure: BURT ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 4.793,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 16.1m (52.8ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.66m (12.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $10,000,  Total Project Cost: $10,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 9366,  Location: 0.2 MI E OF BUECHE ROAD (Lat: 43.190336,  Lng: -83.968811),  Route carried "on" structure: ServiceCounty highway ,  Year Built: 1993,  Status: Open,  Structure Length: 1.82m (5.97ft),  Average Daily Traffic: 173 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 182 (year 2020),  Design Load: HS 20,  Features Intersected: NORTHWOOD CREEK,  Facility Carried by Structure: VOLKMER ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 6.640,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.9m (58.7ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 27.2 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: 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: 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: 9367,  Location: 0.2 MI E OF BUECHE ROAD (Lat: 43.204864,  Lng: -83.967458),  Route carried "on" structure: ServiceCounty highway ,  Year Built: 2002,  Status: Open,  Structure Length: 2.75m (9.02ft),  Average Daily Traffic: 603 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 633 (year 2020),  Design Load: HS 20,  Features Intersected: NORTHWOOD DRAIN,  Facility Carried by Structure: CHESANING ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 6.766,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.0m (85.3ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Inventory Rating: 49.4 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,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 9368,  Location: 0.8 MI E OF BUECHE ROAD (Lat: 43.205017,  Lng: -83.955083),  Route carried "on" structure: ServiceCounty highway ,  Year Built: 1974,  Status: Posted for load,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 603 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 633 (year 2020),  Design Load: H 20,  Features Intersected: MISTEGUAY CREEK,  Facility Carried by Structure: CHESANING ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 7.772,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 17.0m (55.8ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Serious,  Superstructure: Serious,  Substructure: Poor,  Channel: Poor,  Operating Rating: 18.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 11.3 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 12 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $8,000,  Total Project Cost: $8,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 9373,  Location: 0.6 MI N OF PEET ROAD (Lat: 43.184936,  Lng: -83.969414),  Route carried "on" structure: ServiceCounty highway ,  Year Built: 1981,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 226 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 237 (year 2016),  Design Load: HS 20+Mod,  Features Intersected: NORTHWOOD DRAIN,  Facility Carried by Structure: BUECHE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 5.829,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: 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: July 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 9374,  Location: 0.3 MI N OF CHESANING RD (Lat: 43.209458,  Lng: -83.970417),  Route carried "on" structure: ServiceCounty highway ,  Year Built: 1926,  Year Reconstructed: 2001,  Status: Posted for load,  Structure Length: 1.09m (3.58ft),  Average Daily Traffic: 67 (year 2010),  Average Future Daily Traffic: 70 (year 2020),  Design Load: H 15,  Features Intersected: NORTHWOOD DRAIN,  Facility Carried by Structure: BUECHE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 8.554,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 6.1m (20.0ft),  Right: 0.0m,  Curb-To-Curb Width: 4.6m (15.1ft),  Out-to-Out Width: 4.8m (15.7ft)

Condition: Deck: Poor,  Superstructure: Serious,  Substructure: Serious,  Channel: Poor,  Operating Rating: 36.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 21.7 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,  Waterway Adequacy: High priority of replacement,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 12 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 9375,  Location: 0.6 MI N OF VOLKMER ROAD (Lat: 43.199083,  Lng: -83.950161),  Route carried "on" structure: ServiceCounty highway ,  Year Built: 1986,  Status: Open,  Structure Length: 4.26m (13.98ft),  Average Daily Traffic: 171 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 180 (year 2020),  Design Load: HS 20+Mod,  Features Intersected: MISTEGUAY CREEK,  Facility Carried by Structure: EAST ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 7.402,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: 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: 34.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 9414,  Location: 0.7 MI E OF MARSHALL ROAD (Lat: 43.228653,  Lng: -83.841225),  Route carried "on" structure: ServiceCounty highway ,  Year Built: 1967,  Status: Open,  Structure Length: 1.12m (3.67ft),  Average Daily Traffic: 106 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 111 (year 2017),  Design Load: H 20,  Features Intersected: PINE RUN CREEK,  Facility Carried by Structure: COURTNEY ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.678,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.6m (34.8ft),  Curb-To-Curb Width: 5.8m (19.0ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 29.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2021,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 9415,  Location: 0.4 MI E OF MARSHALL ROAD (Lat: 43.235767,  Lng: -83.847369),  Route carried "on" structure: ServiceCounty highway ,  Year Built: 1967,  Status: Posted for load,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 1,071 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,200 (year 2024),  Design Load: H 20,  Features Intersected: PINE RUN CREEK,  Facility Carried by Structure: BURT ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.419,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 35.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 23.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2021,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 9416,  Location: 0.1 MI E OF MARSHALL ROAD (Lat: 43.265336,  Lng: -83.850494),  Route carried "on" structure: ServiceCounty highway ,  Year Built: 1973,  Status: Posted for load,  Structure Length: 1.20m (3.94ft),  Average Daily Traffic: 234 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 246 (year 2017),  Design Load: HS 20,  Features Intersected: SILVER CREEK,  Facility Carried by Structure: CANADA ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.440,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 38.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 9421,  Location: 0.5 MI N OF CANADA ROAD (Lat: 43.274108,  Lng: -83.874411),  Route carried "on" structure: ServiceCounty highway ,  Year Built: 1910,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 44 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 46 (year 2024),  Design Load: HS 20,  Features Intersected: SILVER CREEK,  Facility Carried by Structure: PETTIT ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.969,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 4.0m (13.1ft),  Out-to-Out Width: 4.8m (15.7ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 44.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Meets minimum limits,  Waterway Adequacy: High priority of replacement,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 9424,  Location: 0.1 MI N OF CANADA ROAD (Lat: 43.266753,  Lng: -83.854411),  Route carried "on" structure: ServiceCounty highway ,  Year Built: 1986,  Status: Open,  Structure Length: 3.59m (11.78ft),  Average Daily Traffic: 169 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 177 (year 2017),  Design Load: HS 20+Mod,  Features Intersected: SILVER CREEK,  Facility Carried by Structure: MARSHALL ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 5.081,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 17.6m (57.7ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  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: 36.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 9427,  Location: 0.45 MI E OF SEYMOUR ROAD (Lat: 43.236786,  Lng: -83.867983),  Route carried "on" structure: ServiceCounty highway ,  Year Built: 2006,  Status: Open,  Structure Length: 10.15m (33.30ft),  Average Daily Traffic: 1,016 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,069 (year 2021),  Design Load: HS 20,  Features Intersected: FLINT RIVER,  Facility Carried by Structure: BURT ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.043,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.8m (110.9ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  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: 88.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 9796,  Location: 3 MILES NORTH OF OWOSSO (Lat: 43.056789,  Lng: -84.181025),  Route carried "on" structure: County highway 7678,  Year Built: 2009,  Status: Open,  Structure Length: 6.17m (20.24ft),  Average Daily Traffic: 1,975 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,935 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: SHIAWASSEE RIVER,  Facility Carried by Structure: JUDDVILLE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 15.185,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 55,  Subroute: 7),  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.9m (98.1ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 42.4 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: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing