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

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Structure Number: 1227,  Location: 7.5 MI N OF BRANCH COL (Lat: 42.173447,  Lng: -84.985150),  Route carried "on" structure: County highway ,  Year Built: 1968,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 4.60m (15.09ft),  Truck Traffic: 3%,  Average Future Daily Traffic: 564 (year 2030),  Design Load: H 15,  Features Intersected: I-69 SB,  Facility Carried by Structure: J DRIVE S
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 6.108,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.7m (71.2ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: 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: Equal to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 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: 1228,  Location: 9.5 MI N OF BRANCH COL (Lat: 42.203147,  Lng: -84.982064),  Route carried "on" structure: State highway 227,  Year Built: 1968,  Status: Open,  Structure Length: 11.98m (39.30ft),  Average Daily Traffic: 1,902 (year 2007),  Truck Traffic: 11%,  Average Future Daily Traffic: 2,689 (year 2018),  Design Load: H 15,  Features Intersected: I-69
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.418,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 27.7m (90.9ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1229,  Location: 3.0 MI S OF I-94 (Lat: 42.257403,  Lng: -84.987017),  Route carried "on" structure: County highway 1358,  Year Built: 1968,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 8.73m (28.64ft),  Average Daily Traffic: 1,500 (year 1988),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,040 (year 2000),  Design Load: H 20,  Features Intersected: I-69,  Facility Carried by Structure: A DRIVE N
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 6.270,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.7m (84.3ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 64.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 123,  Location: 2.0 MI S OF I-94 (Lat: 42.269953,  Lng: -84.990575),  Route carried "on" structure: Business Interstate 94,  Year Built: 1968,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 8.54m (28.02ft),  Average Daily Traffic: 18,636 (year 2015),  Truck Traffic: 2%,  Average Future Daily Traffic: 21,925 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: I-69
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 16.926,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 313,  Subroute: 75),  Owner: State Highway Agency,  Approaching Roadway Width: 11.1m (36.4ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.5m (83.7ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 68.0 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: Somewhat better than minimum adequacy,  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: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1236,  Location: @ I-94 (Lat: 42.297611,  Lng: -84.996472),  Route carried "on" structure: Interstate 69,  Year Built: 1968,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 10.85m (35.60ft),  Average Daily Traffic: 12,184 (year 2007),  Truck Traffic: 34%,  Average Future Daily Traffic: 25,600 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: I-94
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 25.932,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes (Inventory Route: 129,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 28.3m (92.8ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 127,  Location: 2.6 MI E OF I-94 BL (Lat: 42.297444,  Lng: -85.032544),  Route carried "on" structure: County highway 1370,  Year Built: 1960,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 12.62m (41.40ft),  Average Daily Traffic: 3,000 (year 2008),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,450 (year 2028),  Design Load: H 20,  Features Intersected: I-94,  Facility Carried by Structure: VERONA ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 14.079,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 5 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 39.3m (128.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 56.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 34.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  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: Latex Concrete

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Structure Number: 1271,  Location: 0.4 MI W OF I-69 (Lat: 42.297239,  Lng: -85.003750),  Route carried "on" structure: County highway ,  Year Built: 1960,  Status: Open,  Structure Length: 7.25m (23.79ft),  Average Daily Traffic: 955 (year 1997),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,041 (year 2000),  Design Load: H 15,  Features Intersected: I-94,  Facility Carried by Structure: 15 MILE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.198,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 6.9m (22.6ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.6m (70.9ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 35.3 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: 27.2 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: 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: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 1274,  Location: 4.0 MI E OF I-69 (Lat: 42.282611,  Lng: -84.924092),  Route carried "on" structure: Interstate 94,  Year Built: 1960,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 2.65m (8.69ft),  Average Daily Traffic: 17,050 (year 2015),  Truck Traffic: 19%,  Average Future Daily Traffic: 19,608 (year 2035),  Design Load: HS 20,  Features Intersected: RICE CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 32.557,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 129,  Subroute: 9),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.8m (28.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Fair,  Operating Rating: 61.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 37.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1275,  Location: 1.7 MI E OF I-69 (Lat: 42.294106,  Lng: -84.964536),  Route carried "on" structure: County highway 1359,  Year Built: 1960,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 9.60m (31.50ft),  Average Daily Traffic: 13,254 (year 1995),  Truck Traffic: 3%,  Average Future Daily Traffic: 15,242 (year 2000),  Design Load: HS 20,  Features Intersected: I-94,  Facility Carried by Structure: 17 MILE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 25.129,  Lanes on structure: 4,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.4m (99.7ft),  Curb-To-Curb Width: 17.8m (58.4ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Poor,  Operating Rating: 59.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 35.6 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Other Special Inspection Date: August 2020,  Bridge Improvement Cost: $403,000,  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: 1276,  Location: 2.4 MI E OF I-69 (Lat: 42.287956,  Lng: -84.954572),  Route carried "on" structure: County highway ,  Year Built: 1960,  Status: Open,  Structure Length: 9.53m (31.27ft),  Average Daily Traffic: 840 (year 1974),  Truck Traffic: 1%,  Average Future Daily Traffic: 43,800 (year 2024),  Design Load: H 15,  Features Intersected: I-94,  Facility Carried by Structure: 17 1/2 MILE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.232,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 28.3m (92.8ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 63.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 38.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  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: Latex Concrete

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Structure Number: 1277,  Location: 3.4 MI E OF I-69 (Lat: 42.282219,  Lng: -84.936367),  Route carried "on" structure: County highway ,  Year Built: 1960,  Status: Open,  Structure Length: 6.92m (22.70ft),  Average Daily Traffic: 410 (year 1974),  Truck Traffic: 3%,  Average Future Daily Traffic: 410 (year 1977),  Design Load: H 15,  Features Intersected: I-94,  Facility Carried by Structure: 18 1/2 MILE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.541,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 6.6m (21.7ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.6m (70.9ft),  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: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.92m (22.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $80,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $94,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1279,  Location: 4.9 MI E OF I-69 (Lat: 42.282544,  Lng: -84.906792),  Route carried "on" structure: County highway ,  Year Built: 1960,  Status: Open,  Structure Length: 6.92m (22.70ft),  Average Daily Traffic: 1,500 (year 1988),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,040 (year 2000),  Design Load: H 15,  Features Intersected: I-94,  Facility Carried by Structure: 20 MILE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.694,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 6.9m (22.6ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.6m (70.9ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 53.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.92m (22.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $595,000,  Roadway Improvement Cost: $61,000,  Total Project Cost: $719,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1305,  Location: MARENGO TWP SEC 33 (Lat: 42.248711,  Lng: -84.904081),  Route carried "on" structure: County highway 1354,  Year Built: 1974,  Status: Posted for load,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 760 (year 1995),  Truck Traffic: 14%,  Average Future Daily Traffic: 1,360 (year 2023),  Features Intersected: WILDER CREEK,  Facility Carried by Structure: DIVISION DRIVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.436,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.4m (17.7ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 6.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 4.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 131,  Location: MARENGO TWP SEC 19 (Lat: 42.276111,  Lng: -84.930625),  Route carried "on" structure: County highway 1366,  Year Built: 2014,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 1,155 (year 2014),  Truck Traffic: 14%,  Average Future Daily Traffic: 2,067 (year 2034),  Design Load: Greater than HL93,  Features Intersected: RICE CREEK,  Facility Carried by Structure: MICH AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.251,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 130,  Subroute: 8),  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.1m (62.7ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 70.6 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: 54.4 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1338,  Location: MARSHALL TWP SEC 34 (Lat: 42.258500,  Lng: -84.998200),  Route carried "on" structure: County highway 1351,  Year Built: 1961,  Status: Posted for load,  Structure Length: 3.65m (11.98ft),  Average Daily Traffic: 2,455 (year 1995),  Truck Traffic: 12%,  Average Future Daily Traffic: 4,393 (year 2023),  Design Load: H 15,  Features Intersected: KALAMAZOO RIVER,  Facility Carried by Structure: 15 MI ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 8.919,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 18.2m (59.7ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Poor,  Operating Rating: 68.0 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable 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 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1372,  Location: 4 MI E OF MARSHALL (Lat: 42.295131,  Lng: -84.887225),  Route carried "on" structure: County highway ,  Year Built: 2019,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 121 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 180 (year 2038),  Design Load: Greater than HL93,  Features Intersected: RICE CREEK,  Facility Carried by Structure: 21 MILE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.318,  Lanes on structure: 1,  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: 1,  Length of Maximum Span: 17.9m (58.7ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 71.0 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: 54.8 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: 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,  Length Of Structure Improvement: 2.56m (8.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $235,000,  Roadway Improvement Cost: $95,000,  Total Project Cost: $330,000,  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: 1415,  Location: 0.1 MI S OF INDUSTRIAL RD (Lat: 42.264683,  Lng: -84.964039),  Route carried "on" structure: State highway 227,  Year Built: 1916,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 9,775 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 11,350 (year 2040),  Features Intersected: KALAMAZOO RIVER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 21.865,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.2m (30.2ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.0m (82.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 57.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 34.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1416,  Location: MARSHALL MICHIGAN (Lat: 42.266406,  Lng: -84.958686),  Route carried "on" structure: City street ,  Year Built: 2019,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 2,335 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,469 (year 2038),  Design Load: Greater than HL93,  Features Intersected: RICE CREEK,  Facility Carried by Structure: MONROE STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.517,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.3m (46.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 55.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 45.4 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: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1417,  Location: MARSHALL MICHIGAN (Lat: 42.261511,  Lng: -84.954153),  Route carried "on" structure: City street ,  Year Built: 2018,  Status: Open,  Structure Length: 2.89m (9.48ft),  Average Daily Traffic: 3,489 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 6,301 (year 2038),  Design Load: Greater than HL93,  Features Intersected: KALAMAZOO RIVER,  Facility Carried by Structure: MARSHALL AVENUE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.309,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.5m (93.5ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 93.0 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: 60.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable 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 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: 1418,  Location: MARSHALL MICHIGAN (Lat: 42.262692,  Lng: -84.954175),  Route carried "on" structure: City street ,  Year Built: 1980,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 1,853 (year 2005),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,943 (year 2025),  Features Intersected: MILL RACE,  Facility Carried by Structure: MARSHALL AVENUE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.425,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 52.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 31.4 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: Meets minimum limits,  Waterway Adequacy: Superior 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

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Structure Number: 1419,  Location: MARSHALL MICHIGAN (Lat: 42.267272,  Lng: -84.954217),  Route carried "on" structure: City street ,  Year Built: 1899,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 2.50m (8.20ft),  Average Daily Traffic: 1,853 (year 2005),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,943 (year 2025),  Features Intersected: RICE CREEK,  Facility Carried by Structure: MARSHALL AVENUE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.933,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 68.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1227,  Location: 7.5 MI N OF BRANCH COL (Lat: 42.173447,  Lng: -84.985150),  Route carried "under" structure: Interstate 69,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 10,545 (year 2007),  Truck Traffic: 33%,  Features Intersected: I-69 SB,  Facility Carried by Structure: J DRIVE S
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 11.982,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.7m (71.2ft)

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Structure Number: 1228,  Location: 9.5 MI N OF BRANCH COL (Lat: 42.203147,  Lng: -84.982064),  Route carried "under" structure: Interstate 69,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 21,358 (year 2007),  Truck Traffic: 32%,  Features Intersected: I-69,  Facility Carried by Structure: M-227 (F DRIVE S)
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 15.310,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.7m (90.9ft)

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Structure Number: 1229,  Location: 3.0 MI S OF I-94 (Lat: 42.257403,  Lng: -84.987017),  Route carried "under" structure: Interstate 69,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 21,358 (year 2007),  Truck Traffic: 32%,  Features Intersected: I-69,  Facility Carried by Structure: A DRIVE N
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 21.395,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.7m (84.3ft)

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Structure Number: 123,  Location: 2.0 MI S OF I-94 (Lat: 42.269953,  Lng: -84.990575),  Route carried "under" structure: Interstate 69,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 24,368 (year 2007),  Truck Traffic: 32%,  Features Intersected: I-69,  Facility Carried by Structure: I-94 BL WB
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 22.850,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.5m (83.7ft)

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Structure Number: 1231,  Location: 1.5 MI S OF I-94 (Lat: 42.275778,  Lng: -84.992883),  Route carried "under" structure: Interstate 69,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 24,368 (year 2007),  Truck Traffic: 29%,  Features Intersected: I-69,  Facility Carried by Structure: VERONA RD
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 23.496,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.8m (101.0ft)

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Structure Number: 1232,  Location: @ I-94 (Lat: 42.297614,  Lng: -84.997161),  Route carried "under" structure: Interstate 94,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 46,566 (year 2007),  Truck Traffic: 22%,  Features Intersected: I-94,  Facility Carried by Structure: I-69 SB
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 26.040,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.3m (92.8ft)

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Structure Number: 1233,  Location: @ I-94 (Lat: 42.297611,  Lng: -84.996906),  Route carried "under" structure: Interstate 94,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 46,566 (year 2007),  Truck Traffic: 22%,  Features Intersected: I-94,  Facility Carried by Structure: I-69 SB COLLECTOR
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 26.061,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.3m (92.8ft)

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Structure Number: 1236,  Location: @ I-94 (Lat: 42.297611,  Lng: -84.996472),  Route carried "under" structure: Interstate 94,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 46,566 (year 2007),  Truck Traffic: 23%,  Features Intersected: I-94,  Facility Carried by Structure: I-69 NB
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 26.098,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.3m (92.8ft)

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Structure Number: 1237,  Location: @ I-94 (Lat: 42.297611,  Lng: -84.996211),  Route carried "under" structure: Interstate 94,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 30,206 (year 2007),  Truck Traffic: 23%,  Features Intersected: I-94,  Facility Carried by Structure: I-69 NB COLLECTOR
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 26.117,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.3m (92.8ft)

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Structure Number: 1238,  Location: 7.5 MI N OF BRANCH COL (Lat: 42.173717,  Lng: -84.984250),  Route carried "under" structure: Interstate 69,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 10,545 (year 2007),  Truck Traffic: 33%,  Features Intersected: I-69 NB,  Facility Carried by Structure: J DRIVE S
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 12.035,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.7m (71.2ft)

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Structure Number: 1239,  Location: 2.0 MI S OF I-94 (Lat: 42.270192,  Lng: -84.990689),  Route carried "under" structure: Interstate 69,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 24,368 (year 2007),  Truck Traffic: 29%,  Features Intersected: I-69,  Facility Carried by Structure: I-94 BL EB
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 22.821,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.3m (83.0ft)

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Structure Number: 124,  Location: 2.4 MI S OF I-94 (Lat: 42.265814,  Lng: -84.988917),  Route carried "under" structure: Interstate 69,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 21,358 (year 2007),  Truck Traffic: 34%,  Features Intersected: I-69,  Facility Carried by Structure: MDOT RR CORRIDOR
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 22.342,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.4m (86.6ft)

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Structure Number: 1241,  Location: 3.0 MI N OF MARSHALL (Lat: 42.319403,  Lng: -84.992786),  Route carried "under" structure: Interstate 69,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 23,358 (year 2007),  Truck Traffic: 21%,  Features Intersected: I-69,  Facility Carried by Structure: J DRIVE N
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 28.419,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.2m (131.9ft)

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Structure Number: 1242,  Location: 2.5 MI N OF I-94 (Lat: 42.332669,  Lng: -84.986850),  Route carried "under" structure: Interstate 69,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 24,350 (year 2015),  Truck Traffic: 23%,  Features Intersected: I-69,  Facility Carried by Structure: L DRIVE NORTH
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 29.985,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.0m (98.4ft)

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Structure Number: 1243,  Location: 4.7 MI N OF MARSHALL (Lat: 42.349850,  Lng: -84.981028),  Route carried "under" structure: Interstate 69,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 23,358 (year 2007),  Truck Traffic: 24%,  Features Intersected: I-69,  Facility Carried by Structure: N DRIVE NORTH
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 31.990,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.0m (98.4ft)

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Structure Number: 127,  Location: 2.6 MI E OF I-94 BL (Lat: 42.297444,  Lng: -85.032544),  Route carried "under" structure: Interstate 94,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 50,884 (year 2008),  Truck Traffic: 23%,  Features Intersected: I-94,  Facility Carried by Structure: VERONA ROAD
Minimum Vertical Clearance: 5.92m (19.42ft),  Kilometerpoint: 23.129,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 39.3m (128.9ft)

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Structure Number: 1271,  Location: 0.4 MI W OF I-69 (Lat: 42.297239,  Lng: -85.003750),  Route carried "under" structure: Interstate 94,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 46,566 (year 2007),  Truck Traffic: 22%,  Features Intersected: I-94,  Facility Carried by Structure: 15 MILE ROAD
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 25.503,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 21.6m (70.9ft)

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Structure Number: 1275,  Location: 1.7 MI E OF I-69 (Lat: 42.294106,  Lng: -84.964536),  Route carried "under" structure: Interstate 94,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 30,206 (year 2007),  Truck Traffic: 24%,  Features Intersected: I-94,  Facility Carried by Structure: 17 MILE ROAD
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 28.803,  Lanes on structure: 4,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.4m (99.7ft)

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Structure Number: 1276,  Location: 2.4 MI E OF I-69 (Lat: 42.287956,  Lng: -84.954572),  Route carried "under" structure: Interstate 94,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 27,276 (year 2007),  Truck Traffic: 24%,  Features Intersected: I-94,  Facility Carried by Structure: 17 1/2 MILE ROAD
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 29.872,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 28.3m (92.8ft)

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Structure Number: 1277,  Location: 3.4 MI E OF I-69 (Lat: 42.282219,  Lng: -84.936367),  Route carried "under" structure: Interstate 94,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 27,276 (year 2007),  Truck Traffic: 24%,  Features Intersected: I-94,  Facility Carried by Structure: 18 1/2 MILE ROAD
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 31.544,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 21.6m (70.9ft)

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Structure Number: 1278,  Location: 3.8 MI E OF I-69 (Lat: 42.282561,  Lng: -84.927822),  Route carried "under" structure: Interstate 94,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 31,654 (year 2007),  Truck Traffic: 24%,  Features Intersected: I-94
Minimum Vertical Clearance: 5.97m (19.59ft),  Kilometerpoint: 32.212,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 34.0m (111.5ft)

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Structure Number: 1279,  Location: 4.9 MI E OF I-69 (Lat: 42.282544,  Lng: -84.906792),  Route carried "under" structure: Interstate 94,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 31,654 (year 2007),  Truck Traffic: 24%,  Features Intersected: I-94,  Facility Carried by Structure: 20 MILE ROAD
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 33.982,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 21.6m (70.9ft)