Bridge Statistics for St. Clair Shores, Michigan (MI)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 309,  Location: WATSON TWP SEC 32 (Lat: 42.507964,  Lng: -85.753467),  Route carried "on" structure: County highway ,  Year Built: 2005,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 176 (year 2002),  Truck Traffic: 7%,  Average Future Daily Traffic: 265 (year 2021),  Design Load: HS 20,  Features Intersected: MINER CREEK,  Facility Carried by Structure: 112TH AVENUE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.123,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  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: 17.7m (58.1ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 59.3 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 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: April 2021,  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: 615,  Location: 4.0 MI SW OF PINCONNING (Lat: 43.844464,  Lng: -84.020425),  Route carried "on" structure: Interstate 75,  Year Built: 2011,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 15,522 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 16,605 (year 2030),  Design Load: HL 93,  Features Intersected: PINCONNING RIVER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 38.103,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 76,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.1m (62.7ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 77.8 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: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 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: 642,  Location: 1.7 MI S OF KAWKAWLIN (Lat: 43.638708,  Lng: -83.972806),  Route carried "on" structure: Interstate 75,  Year Built: 1968,  Status: Open,  Structure Length: 4.56m (14.96ft),  Average Daily Traffic: 11,225 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 12,909 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: WHEELER ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 13.749,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 76,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 62.5 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: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6123,  Location: IN ST CLAIR SHORES (Lat: 42.492981,  Lng: -82.916853),  Route carried "on" structure: Ramp Interstate 696,  Year Built: 1972,  Status: Open,  Structure Length: 9.02m (29.59ft),  Average Daily Traffic: 27,250 (year 2009),  Truck Traffic: 5%,  Average Future Daily Traffic: 27,350 (year 2011),  Design Load: HS 20,  Features Intersected: I-94
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.166,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 35.6m (116.8ft),  Curb or Sidewalk Widths: Left: 3.7m (12.1ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 71.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.02m (29.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $200,000,  Roadway Improvement Cost: $11,000,  Total Project Cost: $133,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 6147,  Location: IN ST CLAIR SHORES (Lat: 42.464586,  Lng: -82.921642),  Route carried "on" structure: Ramp City street ,  Year Built: 1964,  Status: Open,  Structure Length: 5.61m (18.41ft),  Average Daily Traffic: 1,800 (year 1980),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,000 (year 2020),  Design Load: HS 20+Mod,  Features Intersected: I-94,  Facility Carried by Structure: 9 MI RD SB TURN RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.060,  Lanes on structure: 1,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 5.4m (17.7ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  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: 61.9 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than 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: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6148,  Location: W LTS OF ST CLAIR SHORES (Lat: 42.465622,  Lng: -82.921014),  Route carried "on" structure: City street 2057,  Year Built: 1967,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 6.38m (20.93ft),  Average Daily Traffic: 20,830 (year 1974),  Truck Traffic: 3%,  Average Future Daily Traffic: 30,684 (year 2020),  Design Load: HS 20+Mod,  Features Intersected: I-94,  Facility Carried by Structure: 9 MI RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 13.408,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 19.0m (62.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 96.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than 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: 6149,  Location: W LTS OF ST CLAIR SHORES (Lat: 42.466628,  Lng: -82.920353),  Route carried "on" structure: Ramp City street ,  Year Built: 1967,  Status: Open,  Structure Length: 5.61m (18.41ft),  Average Daily Traffic: 4,900 (year 0000),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,000 (year 2020),  Design Load: HS 20+Mod,  Features Intersected: I-94,  Facility Carried by Structure: 9 MI RD NB TURN RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.068,  Lanes on structure: 1,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 5.1m (16.7ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.2m (63.0ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 76.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 45.4 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: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.61m (18.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $54,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $50,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 615,  Location: W LTS OF ST CLAIR SHORES (Lat: 42.473028,  Lng: -82.916544),  Route carried "on" structure: City street ,  Year Built: 1966,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 5.98m (19.62ft),  Average Daily Traffic: 1,920 (year 1995),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,973 (year 2019),  Design Load: H 20,  Features Intersected: I-94,  Facility Carried by Structure: STEPHENS DR
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 5.998,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 10.0m (32.8ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 99.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6151,  Location: W LTS OF ST CLAIR SHORES (Lat: 42.479536,  Lng: -82.916469),  Route carried "on" structure: Ramp County highway 2058,  Year Built: 2002,  Status: Open,  Structure Length: 5.56m (18.24ft),  Average Daily Traffic: 4,800 (year 0000),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,250 (year 2020),  Design Load: HS 20+Mod,  Features Intersected: I-94,  Facility Carried by Structure: 10 MI RD S INT
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.061,  Lanes on structure: 1,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.2m (63.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Inventory Rating: 63.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  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: 6152,  Location: W LTS OF ST CLAIR SHORES (Lat: 42.480450,  Lng: -82.916528),  Route carried "on" structure: County highway 2058,  Year Built: 1965,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 19,070 (year 0000),  Truck Traffic: 3%,  Average Future Daily Traffic: 6,500 (year 2020),  Design Load: H 20,  Features Intersected: I-94,  Facility Carried by Structure: 10 MI RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 13.822,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.3m (63.3ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 19.0m (62.3ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 99.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6153,  Location: W LTS OF ST CLAIR SHORES (Lat: 42.481422,  Lng: -82.916658),  Route carried "on" structure: Ramp County highway 2058,  Year Built: 1965,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 5.61m (18.41ft),  Average Daily Traffic: 3,400 (year 0000),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,250 (year 2020),  Design Load: HS 20+Mod,  Features Intersected: I-94,  Facility Carried by Structure: 10 MI RD N INT
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.060,  Lanes on structure: 1,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.2m (63.0ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 74.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 44.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than 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: 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: 6154,  Location: W LTS OF ST CLAIR SHORES (Lat: 42.487853,  Lng: -82.917183),  Route carried "on" structure: City street ,  Year Built: 1967,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 6.39m (20.96ft),  Average Daily Traffic: 1,850 (year 1996),  Truck Traffic: 10%,  Average Future Daily Traffic: 13,600 (year 2015),  Design Load: HS 20,  Features Intersected: I-94,  Facility Carried by Structure: FRAZHO RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 7.358,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.0m (75.5ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 46.3 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: 35.6 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: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 6.40m (21.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $270,000,  Roadway Improvement Cost: $19,000,  Total Project Cost: $223,000,  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: 6155,  Location: W LTS OF ST CLAIR SHORES (Lat: 42.495164,  Lng: -82.916947),  Route carried "on" structure: ServiceCity street ,  Year Built: 1967,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 6.28m (20.60ft),  Average Daily Traffic: 19,800 (year 2009),  Truck Traffic: 4%,  Average Future Daily Traffic: 20,000 (year 2011),  Design Load: HS 20,  Features Intersected: I-94,  Facility Carried by Structure: 11 MI RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.443,  Lanes on structure: 4,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 23.1m (75.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.8m (74.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 23.9m (78.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 89.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Superior 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

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Structure Number: 6156,  Location: W LTS OF ST CLAIR SHORES (Lat: 42.502617,  Lng: -82.917872),  Route carried "on" structure: City street ,  Year Built: 1967,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 6.55m (21.49ft),  Average Daily Traffic: 2,270 (year 1996),  Truck Traffic: 10%,  Average Future Daily Traffic: 9,200 (year 2015),  Design Load: HS 20,  Features Intersected: I-94,  Facility Carried by Structure: MARTIN RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 5.710,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.8m (74.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 93.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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,  Bridge Improvement Cost: $209,000,  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: 6157,  Location: W LTS OF ST CLAIR SHORES (Lat: 42.509100,  Lng: -82.918175),  Route carried "on" structure: Ramp County highway 2058,  Year Built: 1967,  Status: Open,  Structure Length: 5.94m (19.49ft),  Average Daily Traffic: 3,500 (year 1975),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,250 (year 2020),  Design Load: HS 20+Mod,  Features Intersected: I-94,  Facility Carried by Structure: 12 MI RD S INTERCH
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.053,  Lanes on structure: 1,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 71.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 42.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $90,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6164,  Location: N LTS ST CLAIR SHORES (Lat: 42.540347,  Lng: -82.885942),  Route carried "on" structure: Interstate 94,  Year Built: 1964,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 99,698 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 98,524 (year 2018),  Design Load: HS 20+Mod,  Features Intersected: 14 MILE RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 11.763,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 79,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 37.8m (124.0ft),  Skew: 35 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 36.5m (119.8ft),  Out-to-Out Width: 38.5m (126.3ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  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: 63.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than 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: Latex Concrete

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Structure Number: 642,  Location: S OF NINE MILE ROAD (Lat: 42.454833,  Lng: -82.876575),  Route carried "on" structure: City street 2058,  Year Built: 2001,  Status: Open,  Structure Length: 2.46m (8.07ft),  Average Daily Traffic: 7,710 (year 2001),  Truck Traffic: 2%,  Average Future Daily Traffic: 8,000 (year 2014),  Design Load: HS 25 or greater,  Features Intersected: MILK RIVER,  Facility Carried by Structure: JEFFERSON AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.758,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 471,  Subroute: 64),  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 3.1m (10.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 17.2m (56.4ft),  Out-to-Out Width: 29.9m (98.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 55.4 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: 42.8 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: 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: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6421,  Location: IN SAINT CLAIR SHORES (Lat: 42.451947,  Lng: -82.886556),  Route carried "on" structure: City street ,  Year Built: 1959,  Status: Posted for load,  Structure Length: 2.25m (7.38ft),  Average Daily Traffic: 2,592 (year 1997),  Average Future Daily Traffic: 2,600 (year 2011),  Design Load: HS 15,  Features Intersected: MILK RIVER,  Facility Carried by Structure: ROSEDALE STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.385,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 34.7 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: 25.9 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum 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 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 12792,  Location: 0.1 MI E OF JEFFERSON (Lat: 42.478156,  Lng: -82.888586),  Route carried "on" structure: City street ,  Year Built: 2006,  Status: Open,  Structure Length: 1.06m (3.48ft),  Average Daily Traffic: 998 (year 2004),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,098 (year 2024),  Design Load: HS 25 or greater,  Features Intersected: LAKE ST CLAIR CANAL,  Facility Carried by Structure: BEACH STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.060,  Lanes on structure: 2,  Owner: City or Municipal 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: 1,  Length of Maximum Span: 10.2m (33.5ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 58.3 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: 45.0 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: 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: April 2021,  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: 12793,  Location: 0.1 MI E OF JEFFERSON (Lat: 42.476472,  Lng: -82.888633),  Route carried "on" structure: City street ,  Year Built: 2006,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 696 (year 2004),  Truck Traffic: 2%,  Average Future Daily Traffic: 766 (year 2024),  Design Load: HS 25 or greater,  Features Intersected: LAKE ST CLAIR SHORES,  Facility Carried by Structure: LANGE STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.058,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.1m (36.4ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 62.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 48.6 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 desirable 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: April 2021,  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: 6123,  Location: IN ST CLAIR SHORES (Lat: 42.492981,  Lng: -82.916853),  Route carried "under" structure: Interstate 94,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 157,192 (year 2007),  Truck Traffic: 4%,  Features Intersected: I-94,  Facility Carried by Structure: I-696 RAMP N TO W
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 5.044,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.6m (116.8ft)

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Structure Number: 6143,  Location: W LTS OF ST CLAIR SHORES (Lat: 42.458483,  Lng: -82.924153),  Route carried "under" structure: Interstate 94,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 129,090 (year 2007),  Truck Traffic: 6%,  Features Intersected: I-94,  Facility Carried by Structure: SHADY LANE PED
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 1.083,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.3m (92.8ft)

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Structure Number: 6147,  Location: IN ST CLAIR SHORES (Lat: 42.464586,  Lng: -82.921642),  Route carried "under" structure: Interstate 94,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 129,090 (year 2007),  Truck Traffic: 6%,  Features Intersected: I-94,  Facility Carried by Structure: 9 MI RD SB TURN RD
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 1.793,  Lanes on structure: 1,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.2m (63.0ft)

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Structure Number: 6148,  Location: W LTS OF ST CLAIR SHORES (Lat: 42.465622,  Lng: -82.921014),  Route carried "under" structure: Interstate 94,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 144,084 (year 2007),  Truck Traffic: 5%,  Features Intersected: I-94,  Facility Carried by Structure: 9 MI RD
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 1.918,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 6149,  Location: W LTS OF ST CLAIR SHORES (Lat: 42.466628,  Lng: -82.920353),  Route carried "under" structure: Interstate 94,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 144,084 (year 2007),  Truck Traffic: 5%,  Features Intersected: I-94,  Facility Carried by Structure: 9 MI RD NB TURN RD
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 2.042,  Lanes on structure: 1,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.2m (63.0ft)

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Structure Number: 615,  Location: W LTS OF ST CLAIR SHORES (Lat: 42.473028,  Lng: -82.916544),  Route carried "under" structure: Interstate 94,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 144,084 (year 2007),  Truck Traffic: 5%,  Features Intersected: I-94,  Facility Carried by Structure: STEPHENS DR
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 2.821,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 6151,  Location: W LTS OF ST CLAIR SHORES (Lat: 42.479536,  Lng: -82.916469),  Route carried "under" structure: Interstate 94,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 144,084 (year 2007),  Truck Traffic: 5%,  Features Intersected: I-94,  Facility Carried by Structure: 10 MI RD S INT
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 3.546,  Lanes on structure: 1,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.2m (63.0ft)

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Structure Number: 6152,  Location: W LTS OF ST CLAIR SHORES (Lat: 42.480450,  Lng: -82.916528),  Route carried "under" structure: Interstate 94,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 157,192 (year 2007),  Truck Traffic: 5%,  Features Intersected: I-94,  Facility Carried by Structure: 10 MI RD
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 3.647,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.3m (63.3ft)

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Structure Number: 6153,  Location: W LTS OF ST CLAIR SHORES (Lat: 42.481422,  Lng: -82.916658),  Route carried "under" structure: Interstate 94,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 157,192 (year 2007),  Truck Traffic: 5%,  Features Intersected: I-94,  Facility Carried by Structure: 10 MI RD N INT
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 3.755,  Lanes on structure: 1,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.2m (63.0ft)

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Structure Number: 6154,  Location: W LTS OF ST CLAIR SHORES (Lat: 42.487853,  Lng: -82.917183),  Route carried "under" structure: Interstate 94,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 157,192 (year 2007),  Truck Traffic: 5%,  Features Intersected: I-94,  Facility Carried by Structure: FRAZHO RD
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 4.474,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.0m (75.5ft)

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Structure Number: 6155,  Location: W LTS OF ST CLAIR SHORES (Lat: 42.495164,  Lng: -82.916947),  Route carried "under" structure: Interstate 94,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 157,192 (year 2007),  Truck Traffic: 4%,  Features Intersected: I-94,  Facility Carried by Structure: 11 MI RD
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 5.287,  Lanes on structure: 4,  Lanes under structure: 7,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.8m (74.8ft)

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Structure Number: 6156,  Location: W LTS OF ST CLAIR SHORES (Lat: 42.502617,  Lng: -82.917872),  Route carried "under" structure: Interstate 94,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 149,150 (year 2007),  Truck Traffic: 4%,  Features Intersected: I-94,  Facility Carried by Structure: MARTIN RD
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 6.121,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.8m (74.8ft)

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Structure Number: 6157,  Location: W LTS OF ST CLAIR SHORES (Lat: 42.509100,  Lng: -82.918175),  Route carried "under" structure: Interstate 94,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 149,150 (year 2007),  Truck Traffic: 4%,  Features Intersected: I-94,  Facility Carried by Structure: 12 MI RD S INTERCH
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 6.840,  Lanes on structure: 1,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.2m (63.0ft)

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Structure Number: 6158,  Location: W LTS OF ST CLAIR SHORES (Lat: 42.510003,  Lng: -82.918219),  Route carried "under" structure: Interstate 94,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 149,150 (year 2007),  Truck Traffic: 4%,  Features Intersected: I-94,  Facility Carried by Structure: 12 MI RD
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 6.941,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.5m (64.0ft)

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Structure Number: 6159,  Location: W LTS OF ST CLAIR SHORES (Lat: 42.510906,  Lng: -82.918253),  Route carried "under" structure: Interstate 94,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 136,638 (year 2007),  Truck Traffic: 4%,  Features Intersected: I-94,  Facility Carried by Structure: 12 MI RD N INTERCH
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 7.041,  Lanes on structure: 1,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.2m (63.0ft)

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Structure Number: 6164,  Location: N LTS ST CLAIR SHORES (Lat: 42.540347,  Lng: -82.885942),  Route carried "under" structure: City street 2058,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 2,800 (year 1974),  Features Intersected: 14 MILE RD,  Facility Carried by Structure: I-94
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 0.322,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.1m (65.9ft)