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

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Structure Number: 5735,  Location: 1.0 MI S OF I-96 (Lat: 42.505386,  Lng: -83.757933),  Route carried "on" structure: County highway ,  Year Built: 1962,  Status: Open,  Structure Length: 6.89m (22.60ft),  Average Daily Traffic: 2,260 (year 1974),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,260 (year 1977),  Design Load: H 15,  Features Intersected: US-23,  Facility Carried by Structure: LEE RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.555,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.3m (76.4ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 56.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 33.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 5736,  Location: 0.5 MI S OF I-96 (Lat: 42.520533,  Lng: -83.757239),  Route carried "on" structure: County highway 4740,  Year Built: 1962,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 5.00m (16.40ft),  Average Daily Traffic: 3,300 (year 1995),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,300 (year 2015),  Design Load: H 15,  Features Intersected: US-23 SB,  Facility Carried by Structure: GRAND RIVER AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 38.429,  Lanes on structure: 4,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 17.6m (57.7ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 15.7m (51.5ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  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: 28.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 5737,  Location: 0.5 MI S OF I-96 (Lat: 42.520067,  Lng: -83.755000),  Route carried "on" structure: County highway 4740,  Year Built: 1962,  Status: Open,  Structure Length: 5.00m (16.40ft),  Average Daily Traffic: 3,300 (year 1995),  Average Future Daily Traffic: 3,300 (year 2015),  Design Load: H 15,  Features Intersected: US-23 NB,  Facility Carried by Structure: GRAND RIVER AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 38.619,  Lanes on structure: 4,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 15.7m (51.5ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 53.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 28.2 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: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5745,  Location: 0.9 MI N OF I-96 (Lat: 42.537619,  Lng: -83.749689),  Route carried "on" structure: County highway ,  Year Built: 1962,  Status: Open,  Structure Length: 7.27m (23.85ft),  Average Daily Traffic: 1,580 (year 1995),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,580 (year 2015),  Design Load: H 15,  Features Intersected: US-23,  Facility Carried by Structure: SPENCER RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.420,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.6m (74.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 52.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 5747,  Location: 4.1 MI N OF I-96 (Lat: 42.582297,  Lng: -83.738036),  Route carried "on" structure: US 23,  Year Built: 1962,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 25,275 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 28,845 (year 2018),  Design Load: HS 20,  Features Intersected: HYNE RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 17.758,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 93,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.5m (41.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 62.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 5765,  Location: @ US-23 (Lat: 42.523228,  Lng: -83.756672),  Route carried "on" structure: Interstate 96,  Year Built: 2016,  Status: Open,  Structure Length: 3.30m (10.83ft),  Average Daily Traffic: 36,361 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 41,815 (year 2032),  Design Load: Greater than HL93,  Features Intersected: US-23 SB
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 37.018,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 93,  Subroute: 5),  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.9m (104.7ft),  Curb-To-Curb Width: 14.4m (47.2ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Very good,  Operating Rating: 67.1 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: 38.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5766,  Location: @ US-23 (Lat: 42.525753,  Lng: -83.756067),  Route carried "on" structure: Interstate 96,  Year Built: 2016,  Status: Open,  Structure Length: 3.52m (11.55ft),  Average Daily Traffic: 36,361 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 41,815 (year 2032),  Design Load: Greater than HL93,  Features Intersected: US-23 SB
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 37.026,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 93,  Subroute: 7),  Owner: State Highway Agency,  Approaching Roadway Width: 19.4m (63.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.9m (111.2ft),  Curb-To-Curb Width: 19.4m (63.6ft),  Out-to-Out Width: 21.8m (71.5ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Very good,  Operating Rating: 58.0 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: 28.8 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: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5787,  Location: 1.4 MI NW OF US-23 (Lat: 42.539347,  Lng: -83.771953),  Route carried "on" structure: City street ,  Year Built: 1962,  Status: Open,  Structure Length: 7.64m (25.07ft),  Average Daily Traffic: 400 (year 1974),  Truck Traffic: 3%,  Average Future Daily Traffic: 400 (year 1977),  Design Load: H 15,  Features Intersected: I-96,  Facility Carried by Structure: FLINT RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.394,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 11.2m (36.7ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.7m (77.8ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 55.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 28.2 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: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $181,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 5789,  Location: @ US-23 (Lat: 42.524567,  Lng: -83.759594),  Route carried "on" structure: Interstate 96,  Year Built: 2016,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 36,361 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 41,815 (year 2032),  Design Load: Greater than HL93,  Features Intersected: OLD US-23
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 36.735,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 93,  Subroute: 5),  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 37.7m (123.7ft),  Curb-To-Curb Width: 17.8m (58.4ft),  Out-to-Out Width: 19.1m (62.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 65.1 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: 36.6 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: Better than 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: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 579,  Location: @ US-23 (Lat: 42.526233,  Lng: -83.759522),  Route carried "on" structure: Interstate 96,  Year Built: 2016,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 36,361 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 41,815 (year 2032),  Design Load: Greater than HL93,  Features Intersected: OLD US-23
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 36.736,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 93,  Subroute: 7),  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.9m (94.8ft),  Curb-To-Curb Width: 17.9m (58.7ft),  Out-to-Out Width: 19.4m (63.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 62.5 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: 44.4 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: Better than 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: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5839,  Location: SEC 12 HAMBURG TWP (Lat: 42.497686,  Lng: -83.802183),  Route carried "on" structure: County highway 4771,  Year Built: 2003,  Status: Open,  Structure Length: 3.65m (11.98ft),  Average Daily Traffic: 5,013 (year 2015),  Truck Traffic: 2%,  Average Future Daily Traffic: 5,270 (year 2035),  Design Load: HS 25 or greater,  Features Intersected: SOUTH ORE CREEK,  Facility Carried by Structure: HAMBURG ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.592,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.3m (115.8ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 61.9 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 minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 13652,  Location: @ US-23 INTERCHANGE (Lat: 42.524147,  Lng: -83.756486),  Route carried "on" structure: Interstate 96,  Year Built: 2015,  Status: Open,  Structure Length: 5.30m (17.39ft),  Average Daily Traffic: 363,610 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 41,815 (year 2032),  Design Load: Greater than HL93,  Features Intersected: US-23 SB
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.579,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 200,  Subroute: 30),  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 51.8m (169.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.6m (51.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 60.6 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: 32.4 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 13653,  Location: @ US-23 INTERCHANGE (Lat: 42.524614,  Lng: -83.756369),  Route carried "on" structure: Interstate 96,  Year Built: 2015,  Status: Open,  Structure Length: 5.04m (16.54ft),  Average Daily Traffic: 36,361 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 41,815 (year 2032),  Design Load: Greater than HL93,  Features Intersected: US-23 SB
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.610,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 200,  Subroute: 31),  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 49.3m (161.7ft),  Curb-To-Curb Width: 14.8m (48.6ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 69.7 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: 53.5 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: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 13654,  Location: @ US-23 INTERCHANGE (Lat: 42.523264,  Lng: -83.752936),  Route carried "on" structure: Interstate 96,  Year Built: 2015,  Status: Open,  Structure Length: 4.19m (13.75ft),  Average Daily Traffic: 36,361 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 41,815 (year 2032),  Design Load: Greater than HL93,  Features Intersected: US-23 NB
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.900,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 200,  Subroute: 30),  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 41.1m (134.8ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.6m (51.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 50.9 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: 39.9 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 minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 13655,  Location: @ US-23 (Lat: 42.523689,  Lng: -83.752603),  Route carried "on" structure: Interstate 96,  Year Built: 2015,  Status: Open,  Structure Length: 4.31m (14.14ft),  Average Daily Traffic: 36,361 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 41,815 (year 2032),  Design Load: Greater than HL93,  Features Intersected: US-23 NB
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.935,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 200,  Subroute: 31),  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 42.3m (138.8ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.6m (51.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 52.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 40.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 13656,  Location: @ US-23 INTERCHANGE (Lat: 42.525242,  Lng: -83.759592),  Route carried "on" structure: Interstate 96,  Year Built: 2015,  Status: Open,  Structure Length: 3.42m (11.22ft),  Average Daily Traffic: 36,361 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 41,815 (year 2032),  Design Load: Greater than HL93,  Features Intersected: OLD US-23
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.296,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 200,  Subroute: 30),  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.4m (109.6ft),  Curb-To-Curb Width: 15.0m (49.2ft),  Out-to-Out Width: 16.1m (52.8ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Very good,  Operating Rating: 68.0 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: 52.5 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,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 13657,  Location: @ US -23 INTERCHANGE (Lat: 42.525697,  Lng: -83.759569),  Route carried "on" structure: Interstate 96,  Year Built: 2015,  Status: Open,  Structure Length: 3.45m (11.32ft),  Average Daily Traffic: 36,361 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 41,815 (year 2032),  Design Load: Greater than HL93,  Features Intersected: OLD US-23
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 200,  Subroute: 31),  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.6m (110.2ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 66.7 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: 51.5 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: Superior to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 13706,  Location: 3.7 MI SW PARK ENTRANCE (Lat: 42.495200,  Lng: -83.734500),  Route carried "on" structure: State lands road ,  Year Built: 1976,  Status: Posted for load,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 500 (year 2010),  Average Future Daily Traffic: 575 (year 2030),  Design Load: H 15,  Features Intersected: HURON RIVER,  Facility Carried by Structure: STATE PARKWAY
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 5.924,  Lanes on structure: 2,  Owner: State Park, Forest, or Reservation Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Poor,  Operating Rating: 44.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 26.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 5735,  Location: 1.0 MI S OF I-96 (Lat: 42.505386,  Lng: -83.757933),  Route carried "under" structure: US 23,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 68,350 (year 2016),  Truck Traffic: 8%,  Features Intersected: US-23,  Facility Carried by Structure: LEE RD
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 8.863,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.3m (76.4ft)

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Structure Number: 5736,  Location: 0.5 MI S OF I-96 (Lat: 42.520533,  Lng: -83.757239),  Route carried "under" structure: US 23,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 32,868 (year 2007),  Truck Traffic: 12%,  Features Intersected: US-23 SB,  Facility Carried by Structure: GRAND RIVER AVE
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 10.558,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: 5737,  Location: 0.5 MI S OF I-96 (Lat: 42.520067,  Lng: -83.755000),  Route carried "under" structure: US 23,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 32,868 (year 2007),  Truck Traffic: 12%,  Features Intersected: US-23 NB,  Facility Carried by Structure: GRAND RIVER AVE
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 10.543,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: 5738,  Location: 0.6 MI S OF I-96 (Lat: 42.511264,  Lng: -83.758192),  Route carried "under" structure: US 23,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 65,736 (year 2007),  Truck Traffic: 12%,  Features Intersected: US-23,  Facility Carried by Structure: CSX RR
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 9.516,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 23.4m (76.8ft)

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Structure Number: 5745,  Location: 0.9 MI N OF I-96 (Lat: 42.537619,  Lng: -83.749689),  Route carried "under" structure: US 23,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 52,600 (year 2011),  Truck Traffic: 10%,  Features Intersected: US-23,  Facility Carried by Structure: SPENCER RD
Minimum Vertical Clearance: 4.44m (14.57ft),  Kilometerpoint: 12.577,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.6m (74.1ft)

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Structure Number: 5746,  Location: 4.1 MI N OF I-96 (Lat: 42.582306,  Lng: -83.737675),  Route carried "under" structure: County highway ,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 750 (year 0000),  Features Intersected: HYNE RD,  Facility Carried by Structure: US-23 NB
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 2.940,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 12.5m (41.0ft)

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Structure Number: 5747,  Location: 4.1 MI N OF I-96 (Lat: 42.582297,  Lng: -83.738036),  Route carried "under" structure: County highway ,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 750 (year 1974),  Features Intersected: HYNE RD,  Facility Carried by Structure: US-23 SB
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 2.910,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 12.5m (41.0ft)

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Structure Number: 5765,  Location: @ US-23 (Lat: 42.523228,  Lng: -83.756672),  Route carried "under" structure: US 23,  Year Built: 2016,  Structure Length: 0. m,  Average Daily Traffic: 40,578 (year 2012),  Truck Traffic: 2%,  Features Intersected: US-23 SB,  Facility Carried by Structure: I-96 EB CD
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 10.860,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.9m (104.7ft)

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Structure Number: 5766,  Location: @ US-23 (Lat: 42.525753,  Lng: -83.756067),  Route carried "under" structure: US 23,  Year Built: 2016,  Structure Length: 0. m,  Average Daily Traffic: 40,578 (year 2012),  Truck Traffic: 2%,  Features Intersected: US-23 SB,  Facility Carried by Structure: I-96 WB CD
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 11.145,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.9m (111.2ft)

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Structure Number: 5767,  Location: @ US-23 (Lat: 42.522517,  Lng: -83.753347),  Route carried "under" structure: US 23,  Year Built: 2016,  Structure Length: 0. m,  Average Daily Traffic: 40,578 (year 2012),  Truck Traffic: 2%,  Features Intersected: US-23 NB,  Facility Carried by Structure: I-96 EB CD
Minimum Vertical Clearance: 5.66m (18.57ft),  Kilometerpoint: 10.847,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.7m (110.6ft)

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Structure Number: 5768,  Location: @ US-23 (Lat: 42.525236,  Lng: -83.751958),  Route carried "under" structure: Interstate 96,  Year Built: 2016,  Structure Length: 0. m,  Average Daily Traffic: 36,361 (year 2012),  Truck Traffic: 2%,  Features Intersected: I-96 WB CD,  Facility Carried by Structure: US-23 NB
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 37.369,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.3m (99.4ft)

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Structure Number: 5769,  Location: 2.0 MI E OF US-23 (Lat: 42.522353,  Lng: -83.720008),  Route carried "under" structure: Interstate 96,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 98,900 (year 2007),  Truck Traffic: 8%,  Features Intersected: I-96,  Facility Carried by Structure: PLEASANT VALLEY RD
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 40.048,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.0m (65.6ft)

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Structure Number: 5784,  Location: 1.6 MI SE OF I-96 BL (Lat: 42.563536,  Lng: -83.833953),  Route carried "under" structure: Interstate 96,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 75,498 (year 2007),  Truck Traffic: 7%,  Features Intersected: I-96,  Facility Carried by Structure: DORR RD
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 28.892,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.7m (90.9ft)

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Structure Number: 5785,  Location: 2.4 MI NW OF US-23 (Lat: 42.547775,  Lng: -83.789536),  Route carried "under" structure: County highway 4740,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 4,680 (year 1974),  Features Intersected: GRAND RIVER AVE,  Facility Carried by Structure: I-96 EB
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 33.974,  Lanes on structure: 4,  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: 5786,  Location: 2.4 MI NW OF US-23 (Lat: 42.548089,  Lng: -83.789522),  Route carried "under" structure: County highway 4740,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 4,680 (year 1974),  Features Intersected: GRAND RIVER AVE,  Facility Carried by Structure: I-96 WB
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 33.939,  Lanes on structure: 4,  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: 5787,  Location: 1.4 MI NW OF US-23 (Lat: 42.539347,  Lng: -83.771953),  Route carried "under" structure: Interstate 96,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 89,200 (year 2007),  Truck Traffic: 8%,  Features Intersected: I-96,  Facility Carried by Structure: FLINT RD
Minimum Vertical Clearance: 6.10m (20.01ft),  Kilometerpoint: 34.784,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.7m (77.8ft)

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Structure Number: 5788,  Location: 0.8 MI NW OF US-23 (Lat: 42.532278,  Lng: -83.766183),  Route carried "under" structure: Interstate 96,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 36,361 (year 2012),  Truck Traffic: 2%,  Features Intersected: I-96,  Facility Carried by Structure: SPENCER RD
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 35.709,  Lanes on structure: 3,  Lanes under structure: 9,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 5789,  Location: @ US-23 (Lat: 42.524567,  Lng: -83.759594),  Route carried "under" structure: County highway 4783,  Year Built: 2016,  Structure Length: 0. m,  Average Daily Traffic: 2,800 (year 1995),  Features Intersected: OLD US-23,  Facility Carried by Structure: I-96 EB CD
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 11.319,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.7m (123.7ft)

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Structure Number: 579,  Location: @ US-23 (Lat: 42.526233,  Lng: -83.759522),  Route carried "under" structure: County highway 4783,  Year Built: 2016,  Structure Length: 0. m,  Average Daily Traffic: 2,800 (year 1995),  Features Intersected: OLD US-23,  Facility Carried by Structure: I-96 WB CD
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 11.504,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.9m (94.8ft)

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Structure Number: 13652,  Location: @ US-23 INTERCHANGE (Lat: 42.524147,  Lng: -83.756486),  Route carried "under" structure: US 23,  Year Built: 2015,  Structure Length: 0. m,  Average Daily Traffic: 40,578 (year 2012),  Truck Traffic: 2%,  Features Intersected: US-23 SB,  Facility Carried by Structure: I-96 EB
Minimum Vertical Clearance: 7.87m (25.82ft),  Kilometerpoint: 10.981,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 51.8m (169.9ft)

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Structure Number: 13653,  Location: @ US-23 INTERCHANGE (Lat: 42.524614,  Lng: -83.756369),  Route carried "under" structure: US 23,  Year Built: 2015,  Structure Length: 0. m,  Average Daily Traffic: 40,578 (year 2012),  Truck Traffic: 2%,  Features Intersected: US-23 SB,  Facility Carried by Structure: I-96 WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.997,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 49.3m (161.7ft)

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Structure Number: 13654,  Location: @ US-23 INTERCHANGE (Lat: 42.523264,  Lng: -83.752936),  Route carried "under" structure: US 23,  Year Built: 2015,  Structure Length: 0. m,  Average Daily Traffic: 40,578 (year 2012),  Truck Traffic: 2%,  Features Intersected: US-23 NB,  Facility Carried by Structure: I-96 EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.970,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.1m (134.8ft)

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Structure Number: 13655,  Location: @ US-23 (Lat: 42.523689,  Lng: -83.752603),  Route carried "under" structure: US 23,  Year Built: 2015,  Structure Length: 0. m,  Average Daily Traffic: 40,578 (year 2012),  Truck Traffic: 2%,  Features Intersected: US-23 NB,  Facility Carried by Structure: I-96 WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.986,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.3m (138.8ft)

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Structure Number: 13656,  Location: @ US-23 INTERCHANGE (Lat: 42.525242,  Lng: -83.759592),  Route carried "under" structure: County highway 4783,  Year Built: 2015,  Structure Length: 0. m,  Average Daily Traffic: 99,999 (year 0000),  Features Intersected: OLD US-23,  Facility Carried by Structure: I-96 EB
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 11.401,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.4m (109.6ft)

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Structure Number: 13657,  Location: @ US -23 INTERCHANGE (Lat: 42.525697,  Lng: -83.759569),  Route carried "under" structure: County highway 4783,  Year Built: 2015,  Structure Length: 0. m,  Average Daily Traffic: 999,999 (year 0000),  Features Intersected: OLD US-23,  Facility Carried by Structure: I-96 WB
Minimum Vertical Clearance: 5.82m (19.09ft),  Kilometerpoint: 11.424,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.6m (110.2ft)