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

Find on map >>   Show street view

Structure Number: 2298,  Location: 3.0 MI W OF LANSING (Lat: 42.719897,  Lng: -84.642414),  Route carried "on" structure: County highway 2003,  Year Built: 1982,  Status: Open,  Structure Length: 7.01m (23.00ft),  Average Daily Traffic: 980 (year 1988),  Truck Traffic: 15%,  Average Future Daily Traffic: 1,127 (year 2008),  Design Load: HS 20,  Features Intersected: I-496,  Facility Carried by Structure: CREYTS ROAD SB
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 8.074,  Lanes on structure: 3,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.3m (115.8ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 69.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 41.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  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: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 3104,  Location: 0.6 MI N OF ALMA CITY LMT (Lat: 43.402044,  Lng: -84.646750),  Route carried "on" structure: County highway 2033,  Year Built: 1961,  Status: Open,  Structure Length: 6.95m (22.80ft),  Average Daily Traffic: 3,712 (year 1996),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,890 (year 1977),  Design Load: H 20,  Features Intersected: US-127,  Facility Carried by Structure: BEGOLE RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.599,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.1m (75.8ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 55.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 33.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 3105,  Location: M 46 & N JCT US 27 BR (Lat: 43.407942,  Lng: -84.660856),  Route carried "on" structure: State highway 46,  Year Built: 1961,  Status: Open,  Structure Length: 11.12m (36.48ft),  Average Daily Traffic: 11,219 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 13,037 (year 2018),  Design Load: HS 20,  Features Intersected: US-127
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 14.935,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 49,  Subroute: 4),  Owner: State Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 40.5m (132.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 56.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

Find on map >>   Show street view

Structure Number: 3107,  Location: 5.0 MI N OF ITHACA (Lat: 43.364117,  Lng: -84.601803),  Route carried "on" structure: County highway ,  Year Built: 1965,  Status: Open,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 475 (year 1996),  Truck Traffic: 1%,  Average Future Daily Traffic: 90 (year 1977),  Design Load: H 15,  Features Intersected: US-127 SB,  Facility Carried by Structure: VAN BUREN RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.610,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.9m (58.7ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 69.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 38.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: 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: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 311,  Location: 5.0 MI N OF ITHACA (Lat: 43.364114,  Lng: -84.600447),  Route carried "on" structure: County highway ,  Year Built: 1965,  Status: Open,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 475 (year 1996),  Truck Traffic: 1%,  Average Future Daily Traffic: 90 (year 1977),  Design Load: H 15,  Features Intersected: US-127 NB / MID MI PATH,  Facility Carried by Structure: VAN BUREN RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.721,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.9m (58.7ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 71.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 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: 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

Find on map >>   Show street view

Structure Number: 3111,  Location: 2.3 MI W OF ST LOUIS (Lat: 43.407914,  Lng: -84.653036),  Route carried "on" structure: State highway 46,  Year Built: 2002,  Status: Open,  Structure Length: 0.78m (2.56ft),  Average Daily Traffic: 9,986 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 13,037 (year 2018),  Design Load: HS 25 or greater,  Features Intersected: SUGAR CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 15.569,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 49,  Subroute: 4),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 36.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to 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: Febuary 2022,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 3113,  Location: US-127 BR (Lat: 43.410925,  Lng: -84.666739),  Route carried "on" structure: Business US 127,  Year Built: 1961,  Status: Open,  Structure Length: 8.43m (27.66ft),  Average Daily Traffic: 4,000 (year 2015),  Truck Traffic: 4%,  Average Future Daily Traffic: 4,375 (year 2033),  Design Load: HS 20,  Features Intersected: US-127
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.737,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 49,  Subroute: 7),  Owner: State Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.8m (101.0ft),  Curb-To-Curb Width: 10.0m (32.8ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Poor,  Superstructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

Find on map >>   Show street view

Structure Number: 3125,  Location: IN CITY OF ALMA (Lat: 43.378953,  Lng: -84.655714),  Route carried "on" structure: Business US 127,  Year Built: 1928,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 2.86m (9.38ft),  Average Daily Traffic: 10,432 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 9,512 (year 2018),  Design Load: HS 25 or greater,  Features Intersected: PINE RIVER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 23.166,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 50,  Subroute: 8),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.7m (31.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 57.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 34.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  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 Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 3128,  Location: 2.1 MI W OF US 27 (Lat: 43.408128,  Lng: -84.702592),  Route carried "on" structure: State highway 46,  Year Built: 2006,  Status: Open,  Structure Length: 0.92m (3.02ft),  Average Daily Traffic: 6,570 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 11,363 (year 2018),  Design Load: HS 20+Mod,  Features Intersected: W BR PINE RIVER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 11.555,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 49,  Subroute: 4),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.6m (28.2ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Channel: Satisfactory,  Culverts: Very good,  Operating Rating: 65.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 39.2 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 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: December 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 3129,  Location: @ PINGREE RD (Lat: 43.408203,  Lng: -84.746714),  Route carried "on" structure: State highway 46,  Year Built: 1936,  Year Reconstructed: 1963,  Status: Open,  Structure Length: 0.84m (2.76ft),  Average Daily Traffic: 5,634 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 7,954 (year 2018),  Design Load: HS 20+Mod,  Features Intersected: SEVILLE SUMNER DRAIN
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 7.983,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 49,  Subroute: 4),  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.4m (24.3ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 28.3m (92.8ft)

Condition: Channel: Fair,  Culverts: Poor,  Operating Rating: 49.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 29.5 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2021

Find on map >>   Show street view

Structure Number: 3161,  Location: SEC 16-17 ARCADA TWP (Lat: 43.346858,  Lng: -84.686222),  Route carried "on" structure: County highway 2929,  Year Built: 1988,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 2,590 (year 2003),  Average Future Daily Traffic: 3,500 (year 2023),  Design Load: HS 20+Mod,  Features Intersected: NORTH END DRAIN,  Facility Carried by Structure: LUCE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.097,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 68.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 40.8 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 desirable 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: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 3162,  Location: SEC 4-5 ARCADA TWP (Lat: 43.372458,  Lng: -84.686017),  Route carried "on" structure: County highway 2929,  Year Built: 1957,  Status: Open,  Structure Length: 3.68m (12.07ft),  Average Daily Traffic: 3,850 (year 2003),  Average Future Daily Traffic: 5,200 (year 2023),  Design Load: HS 20+Mod,  Features Intersected: PINE RIVER,  Facility Carried by Structure: LUCE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 4.939,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 17.9m (58.7ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 58.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $250,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $325,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 3163,  Location: SEC 21-22 ARCADA TWP (Lat: 43.335164,  Lng: -84.666744),  Route carried "on" structure: County highway ,  Year Built: 1957,  Status: Open,  Structure Length: 1.06m (3.48ft),  Average Daily Traffic: 1,835 (year 2003),  Average Future Daily Traffic: 2,475 (year 2023),  Design Load: HS 20+Mod,  Features Intersected: NORTH END DRAIN,  Facility Carried by Structure: ALGER ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 4.809,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.7m (31.8ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 47.3 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: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 318,  Location: SEC 8-17 ARCADA TWP (Lat: 43.349897,  Lng: -84.690797),  Route carried "on" structure: County highway 2966,  Year Built: 1977,  Status: Open,  Structure Length: 3.93m (12.89ft),  Average Daily Traffic: 1,020 (year 2003),  Average Future Daily Traffic: 1,380 (year 2023),  Design Load: HS 20+Mod,  Features Intersected: PINE RIVER,  Facility Carried by Structure: HARRISON ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 12.510,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  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: 19.2m (63.0ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 64.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.7 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

Find on map >>   Show street view

Structure Number: 3181,  Location: SEC 18-19 ARCADA TWP (Lat: 43.335503,  Lng: -84.709908),  Route carried "on" structure: County highway ,  Year Built: 1986,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 155 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 230 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: PINE RIVER,  Facility Carried by Structure: TYLER ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 9.402,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 16.7m (54.8ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 37.6 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: 29.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: 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: July 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

Find on map >>   Show street view

Structure Number: 3182,  Location: SEC 5 ARCADA TWP (Lat: 43.371611,  Lng: -84.695336),  Route carried "on" structure: County highway ,  Year Built: 1968,  Status: Posted for load,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 790 (year 2004),  Truck Traffic: 7%,  Average Future Daily Traffic: 970 (year 2024),  Design Load: HS 20+Mod,  Features Intersected: DRAIN #96,  Facility Carried by Structure: RIVERVIEW DRIVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.861,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.9m (35.8ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 36.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 22.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: High priority of corrective action,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Designated Inspection Frequency: Every 12 months,  Inspection Date: June 2021,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 3235,  Location: SEC 30-31 PINE RIVER TWP (Lat: 43.393672,  Lng: -84.712172),  Route carried "on" structure: County highway ,  Year Built: 1985,  Status: Open,  Structure Length: 1.00m (3.28ft),  Average Daily Traffic: 211 (year 2004),  Truck Traffic: 7%,  Average Future Daily Traffic: 255 (year 2024),  Design Load: HS 20+Mod,  Features Intersected: DRAIN #73,  Facility Carried by Structure: JACKSON ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 9.236,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 66.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.6 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: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 3237,  Location: SEC 31-32 PINE RIVER TWP (Lat: 43.379728,  Lng: -84.706597),  Route carried "on" structure: County highway ,  Year Built: 2003,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 177 (year 2004),  Truck Traffic: 7%,  Average Future Daily Traffic: 225 (year 2024),  Design Load: HS 25 or greater,  Features Intersected: W BR PINE RIVER,  Facility Carried by Structure: WINANS ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.064,  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: 1,  Length of Maximum Span: 11.0m (36.1ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Inventory Rating: 61.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to 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: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 3245,  Location: SEC 1 SUMNER TWP (Lat: 43.377872,  Lng: -84.736550),  Route carried "on" structure: County highway ,  Year Built: 1978,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 116 (year 2004),  Truck Traffic: 7%,  Average Future Daily Traffic: 144 (year 2024),  Design Load: HS 20+Mod,  Features Intersected: DRAIN #290,  Facility Carried by Structure: PENDELL ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.469,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 45.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020

Find on map >>   Show street view

Structure Number: 3251,  Location: 0.59 M N US27A IN ALMA (Lat: 43.387314,  Lng: -84.646856),  Route carried "on" structure: City street 2033,  Year Built: 1966,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 4,698 (year 2009),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,600 (year 2029),  Design Load: HS 20,  Features Intersected: PINE RIVER,  Facility Carried by Structure: BRIDGE AVENUE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.950,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.0m (98.4ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 84.2 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: 65.1 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: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 3252,  Location: 0.2 MI S US-27BR IN ALMA (Lat: 43.375167,  Lng: -84.660267),  Route carried "on" structure: City street 2033,  Year Built: 1979,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 2,991 (year 1994),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,800 (year 2022),  Design Load: HS 20+Mod,  Features Intersected: PINE RIVER,  Facility Carried by Structure: WOODWORTH AVENUE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.089,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 18.4m (60.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 43.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 26.2 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 3253,  Location: 0.15MSUS27AINALMA (Lat: 43.375486,  Lng: -84.661847),  Route carried "on" structure: City street 2033,  Year Built: 1938,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 5,225 (year 2000),  Truck Traffic: 5%,  Average Future Daily Traffic: 11,604 (year 2020),  Design Load: HS 25 or greater,  Features Intersected: PINE RIVER,  Facility Carried by Structure: NORTH STATE STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.121,  Lanes on structure: 2,  Owner: City or Municipal 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: 3,  Length of Maximum Span: 10.6m (34.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 60.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 3104,  Location: 0.6 MI N OF ALMA CITY LMT (Lat: 43.402044,  Lng: -84.646750),  Route carried "under" structure: US 127,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 16,586 (year 2007),  Truck Traffic: 8%,  Features Intersected: US-127,  Facility Carried by Structure: BEGOLE RD
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 34.520,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.1m (75.8ft)

Find on map >>   Show street view

Structure Number: 3105,  Location: M 46 & N JCT US 27 BR (Lat: 43.407942,  Lng: -84.660856),  Route carried "under" structure: US 127,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 20,238 (year 2007),  Truck Traffic: 9%,  Features Intersected: US-127
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 35.830,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.5m (132.9ft)

Find on map >>   Show street view

Structure Number: 3107,  Location: 5.0 MI N OF ITHACA (Lat: 43.364117,  Lng: -84.601803),  Route carried "under" structure: US 127,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 9,181 (year 2007),  Truck Traffic: 8%,  Features Intersected: US-127 SB,  Facility Carried by Structure: VAN BUREN RD
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 28.436,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.9m (58.7ft)

Find on map >>   Show street view

Structure Number: 311,  Location: 5.0 MI N OF ITHACA (Lat: 43.364114,  Lng: -84.600447),  Route carried "under" structure: US 127,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 11,300 (year 2016),  Truck Traffic: 9%,  Features Intersected: US-127 NB / MID MI PATH,  Facility Carried by Structure: VAN BUREN RD
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 28.404,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.9m (58.7ft)

Find on map >>   Show street view

Structure Number: 3113,  Location: US-127 BR (Lat: 43.410925,  Lng: -84.666739),  Route carried "under" structure: US 127,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 20,975 (year 2015),  Truck Traffic: 6%,  Features Intersected: US-127
Minimum Vertical Clearance: 4.40m (14.44ft),  Kilometerpoint: 36.434,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.8m (101.0ft)