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

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Structure Number: 6102,  Location: IN THE CITY OF WARREN (Lat: 42.487722,  Lng: -83.045064),  Route carried "on" structure: ServiceCounty highway 2058,  Year Built: 1976,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 5.32m (17.45ft),  Average Daily Traffic: 24,323 (year 2010),  Truck Traffic: 3%,  Average Future Daily Traffic: 26,755 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: I-696,  Facility Carried by Structure: NB SERVICE RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.975,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.8m (87.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 76.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.34m (17.52ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $97,000,  Roadway Improvement Cost: $6,000,  Total Project Cost: $67,000,  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: 6103,  Location: IN THE CITY OF WARREN (Lat: 42.487683,  Lng: -83.046314),  Route carried "on" structure: ServiceCounty highway 2058,  Year Built: 1976,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 5.32m (17.45ft),  Average Daily Traffic: 24,323 (year 2010),  Truck Traffic: 3%,  Average Future Daily Traffic: 26,755 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: I-696,  Facility Carried by Structure: SB SERVICE RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.431,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.8m (87.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 77.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.34m (17.52ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $121,000,  Roadway Improvement Cost: $6,000,  Total Project Cost: $67,000,  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: 6104,  Location: CITY OF WARREN (Lat: 42.490494,  Lng: -83.046581),  Route carried "on" structure: ServiceCounty highway ,  Year Built: 1976,  Status: Open,  Structure Length: 5.72m (18.77ft),  Average Daily Traffic: 24,323 (year 2010),  Average Future Daily Traffic: 26,755 (year 2025),  Design Load: HS 25 or greater,  Features Intersected: RAMPS D&H OFF I-696,  Facility Carried by Structure: SB SERVICE RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.106,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.5m (37.7ft),  Skew: 6 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 57.2m (187.7ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 81.6 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: 63.2 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: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 48 months,  Inspection Date: April 2021,  Other Special Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 6105,  Location: CITY OF WARREN (Lat: 42.485175,  Lng: -83.044678),  Route carried "on" structure: ServiceCounty highway 2058,  Year Built: 1976,  Status: Open,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 24,323 (year 2010),  Truck Traffic: 3%,  Average Future Daily Traffic: 26,755 (year 2025),  Design Load: HS 20,  Features Intersected: RAMPS B&G OFF I-696,  Facility Carried by Structure: NB SERVICE RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.689,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 44.5m (146.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 8.9m (29.2ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 69.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 41.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.45m (14.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $118,000,  Roadway Improvement Cost: $7,000,  Total Project Cost: $80,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 6106,  Location: CITY OF WARREN (Lat: 42.490503,  Lng: -83.044906),  Route carried "on" structure: ServiceCounty highway ,  Year Built: 1976,  Status: Open,  Structure Length: 5.11m (16.77ft),  Average Daily Traffic: 24,323 (year 2010),  Truck Traffic: 3%,  Average Future Daily Traffic: 26,755 (year 2025),  Design Load: HS 25 or greater,  Features Intersected: RAMPS C&E OFF I-696,  Facility Carried by Structure: NB SERVICE RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.286,  Lanes on structure: 2,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 16.4m (53.8ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 51.1m (167.7ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 75.8 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: 58.6 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: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.12m (16.80ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 48 months,  Inspection Date: April 2021,  Other Special Inspection Date: January 2022,  Bridge Improvement Cost: $237,000,  Roadway Improvement Cost: $12,000,  Total Project Cost: $143,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 6107,  Location: IN WARREN & CENTERLINE (Lat: 42.491733,  Lng: -83.022094),  Route carried "on" structure: City street ,  Year Built: 1972,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 6.43m (21.10ft),  Average Daily Traffic: 4,500 (year 0000),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,843 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: I-696,  Facility Carried by Structure: ARSENAL AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.723,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.1m (111.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 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: 6108,  Location: IN WARREN (Lat: 42.491953,  Lng: -83.014397),  Route carried "on" structure: City street ,  Year Built: 1972,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 6.04m (19.82ft),  Average Daily Traffic: 4,500 (year 1995),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,640 (year 2030),  Design Load: H 15,  Features Intersected: I-696,  Facility Carried by Structure: CAMPBELL RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.398,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.2m (99.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 71.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 42.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.04m (19.82ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $102,000,  Roadway Improvement Cost: $6,000,  Total Project Cost: $69,000,  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: 6109,  Location: IN WARREN @ SCHOENHERR (Lat: 42.492339,  Lng: -82.988978),  Route carried "on" structure: Ramp County highway 2058,  Year Built: 1973,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 5.97m (19.59ft),  Average Daily Traffic: 2,000 (year 0000),  Truck Traffic: 3%,  Average Future Daily Traffic: 4,950 (year 2031),  Design Load: H 20,  Features Intersected: I-696,  Facility Carried by Structure: SCHOENHERR LFT TRN
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.039,  Lanes on structure: 1,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 6.5m (21.3ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.1m (95.5ft),  Curb-To-Curb Width: 6.5m (21.3ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 70.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 41.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: 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: 611,  Location: IN WARREN W OF RYAN (Lat: 42.491008,  Lng: -83.068825),  Route carried "on" structure: Ramp City street ,  Year Built: 1972,  Status: Open,  Structure Length: 5.43m (17.81ft),  Average Daily Traffic: 2,000 (year 2007),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,200 (year 2022),  Design Load: H 20,  Features Intersected: I-696,  Facility Carried by Structure: U TURN @ ELCAPITAN
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.035,  Lanes on structure: 1,  Lanes under structure: 10,  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: 2,  Length of Maximum Span: 27.1m (88.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 7.2m (23.6ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Good,  Operating Rating: 81.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.43m (17.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $67,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $47,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 6186,  Location: 0.25 MI EAST OF MOUND RD (Lat: 42.506089,  Lng: -83.042214),  Route carried "on" structure: County highway 2058,  Year Built: 1955,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 19,562 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 23,866 (year 2031),  Design Load: H 20,  Features Intersected: BEAR CREEK,  Facility Carried by Structure: 12 MILE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.570,  Lanes on structure: 5,  Base Highway Network: Yes (Inventory Route: 80,  Subroute: 1),  Owner: County Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Out-to-Out Width: 53.0m (173.9ft)

Condition: Channel: Satisfactory,  Culverts: 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: 97.2 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020

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Structure Number: 6238,  Location: 0.4 MI N OF 11 MILE RD (Lat: 42.496678,  Lng: -83.046022),  Route carried "on" structure: County highway 2058,  Year Built: 1955,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 82,735 (year 2010),  Truck Traffic: 10%,  Average Future Daily Traffic: 111,444 (year 2030),  Design Load: H 20,  Features Intersected: SHARKEY DRAIN,  Facility Carried by Structure: MOUND RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 15.223,  Lanes on structure: 7,  Base Highway Network: Yes (Inventory Route: 81,  Subroute: 10),  Owner: County Highway Agency,  Approaching Roadway Width: 26.0m (85.3ft),  Skew: 29 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft)

Condition: Channel: Good,  Culverts: Fair,  Operating Rating: 90.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 54.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021

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Structure Number: 624,  Location: 0.1 MI N OF CHICAGO RD (Lat: 42.528950,  Lng: -83.047519),  Route carried "on" structure: County highway 2058,  Year Built: 1996,  Status: Open,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 77,440 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 104,312 (year 2026),  Design Load: HS 25 or greater,  Features Intersected: RED RUN DRAIN,  Facility Carried by Structure: SB & NB MOUND RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 11.689,  Lanes on structure: 10,  Base Highway Network: Yes (Inventory Route: 81,  Subroute: 10),  Owner: County Highway Agency,  Approaching Roadway Width: 15.0m (49.2ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 39.0m (128.0ft),  Out-to-Out Width: 55.3m (181.4ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 93.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 53.5 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021

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Structure Number: 6434,  Location: 0.1 MI E OF VAN DYKE AVE (Lat: 42.521147,  Lng: -83.026614),  Route carried "on" structure: City street 2058,  Year Built: 1959,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 5,571 (year 1994),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,000 (year 2015),  Design Load: HS 20+Mod,  Features Intersected: BEAR CREEK DRAIN,  Facility Carried by Structure: THIRTEEN MILE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.190,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.4m (21.0ft),  Out-to-Out Width: 53.3m (174.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 54.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 6435,  Location: 0.37 MI S OF 14 MI RD (Lat: 42.529344,  Lng: -83.068269),  Route carried "on" structure: City street 2058,  Year Built: 1991,  Status: Open,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 25,900 (year 2009),  Truck Traffic: 3%,  Average Future Daily Traffic: 25,900 (year 2031),  Design Load: HS 20,  Features Intersected: RED RUN DRAIN,  Facility Carried by Structure: RYAN ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 9.130,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 18.0m (59.1ft),  Out-to-Out Width: 22.0m (72.2ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 63.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 10911,  Location: 2.0 MI NE OF ANN ARBOR (Lat: 42.324189,  Lng: -83.707864),  Route carried "on" structure: County highway 2006,  Year Built: 1962,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 775 (year 1997),  Truck Traffic: 3%,  Average Future Daily Traffic: 900 (year 2017),  Design Load: HS 20,  Features Intersected: US-23, M-14,  Facility Carried by Structure: NIXON RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.388,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.6m (70.9ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 56.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 33.7 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: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 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: 12839,  Location: 0.23 KM N OF CHICAGO RD (Lat: 42.526378,  Lng: -83.036367),  Route carried "on" structure: City street 1000,  Year Built: 1962,  Status: Posted for load,  Structure Length: 3.54m (11.61ft),  Average Daily Traffic: 2,543 (year 2002),  Truck Traffic: 12%,  Average Future Daily Traffic: 5,780 (year 2022),  Design Load: HS 20,  Features Intersected: RED RUN DRAIN,  Facility Carried by Structure: DENTON DRIVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.220,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Poor,  Operating Rating: 27.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 16.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  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: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1347,  Location: 0.27 MI N OF VAN DYKE (Lat: 42.523333,  Lng: -83.023569),  Route carried "on" structure: City street ,  Year Built: 1959,  Status: Open,  Structure Length: 1.03m (3.38ft),  Average Daily Traffic: 26,620 (year 2008),  Truck Traffic: 3%,  Average Future Daily Traffic: 27,420 (year 2028),  Design Load: H 20,  Features Intersected: BEAR CREEK DRAIN,  Facility Carried by Structure: CHICAGO ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 5.453,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.0m (16.4ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 60.0m (196.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 54.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021

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Structure Number: 13532,  Location: 0.5 MI N OF 15 MILE RD (Lat: 42.559086,  Lng: -83.029333),  Route carried "on" structure: State highway 53,  Year Built: 1964,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 55,558 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 66,976 (year 2018),  Features Intersected: STERLING RELIEF DRAIN
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.218,  Lanes on structure: 6,  Base Highway Network: Yes (Inventory Route: 421,  Subroute: 8),  Owner: State Highway Agency,  Approaching Roadway Width: 41.5m (136.2ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.0m (13.1ft)

Condition: Channel: Good,  Culverts: 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: 97.2 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020

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Structure Number: 6073,  Location: IN WARREN (Lat: 42.491169,  Lng: -83.071056),  Route carried "under" structure: Interstate 696,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 199,900 (year 2007),  Truck Traffic: 4%,  Features Intersected: I-696,  Facility Carried by Structure: THOMAS ST PED X-OV
Minimum Vertical Clearance: 6.12m (20.08ft),  Kilometerpoint: 1.539,  Lanes under structure: 14,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.7m (104.0ft)

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Structure Number: 6074,  Location: 0.1 MI E OF DEQUINDRE (Lat: 42.485556,  Lng: -83.083517),  Route carried "under" structure: Interstate 696,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 183,400 (year 2007),  Truck Traffic: 5%,  Features Intersected: I-696,  Facility Carried by Structure: U TURN @ AUGUSTINE
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 0.229,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.2m (86.0ft)

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Structure Number: 6075,  Location: IN WARREN (Lat: 42.490133,  Lng: -83.079106),  Route carried "under" structure: Interstate 696,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 199,900 (year 2007),  Truck Traffic: 4%,  Features Intersected: I-696
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 0.861,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 45.4m (149.0ft)

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Structure Number: 6076,  Location: IN WARREN (Lat: 42.491036,  Lng: -83.066928),  Route carried "under" structure: Interstate 696,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 199,900 (year 2007),  Truck Traffic: 4%,  Features Intersected: I-696,  Facility Carried by Structure: RYAN ST
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 1.878,  Lanes on structure: 4,  Lanes under structure: 10,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.1m (88.9ft)

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Structure Number: 6077,  Location: IN WARREN (Lat: 42.491408,  Lng: -83.059222),  Route carried "under" structure: Interstate 696,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 199,900 (year 2007),  Truck Traffic: 4%,  Features Intersected: I-696,  Facility Carried by Structure: MEREDITH DR
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 2.504,  Lanes on structure: 2,  Lanes under structure: 10,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.6m (93.8ft)

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Structure Number: 6078,  Location: @ CRYSTAL IN WARREN (Lat: 42.490881,  Lng: -83.055444),  Route carried "under" structure: Interstate 696,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 199,900 (year 2007),  Truck Traffic: 4%,  Features Intersected: I-696,  Facility Carried by Structure: EB 11 MILE RD
Minimum Vertical Clearance: 5.92m (19.42ft),  Kilometerpoint: 2.791,  Lanes on structure: 2,  Lanes under structure: 10,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 52.9m (173.6ft)

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Structure Number: 6079,  Location: CITY OF WARREN (Lat: 42.486939,  Lng: -83.043986),  Route carried "under" structure: Interstate 696,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 199,900 (year 2007),  Truck Traffic: 4%,  Features Intersected: I-696,  Facility Carried by Structure: RAMP H AT MOUND RD
Minimum Vertical Clearance: 6.12m (20.08ft),  Kilometerpoint: 3.554,  Lanes on structure: 2,  Lanes under structure: 26,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.5m (119.8ft)

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Structure Number: 608,  Location: CITY OF WARREN (Lat: 42.487906,  Lng: -83.043744),  Route carried "under" structure: Interstate 696,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 174,100 (year 2007),  Truck Traffic: 5%,  Features Intersected: I-696,  Facility Carried by Structure: RAMP G AT MOUND RD
Minimum Vertical Clearance: 6.12m (20.08ft),  Kilometerpoint: 3.879,  Lanes on structure: 2,  Lanes under structure: 22,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.9m (117.8ft)

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Structure Number: 6081,  Location: CITY OF WARREN (Lat: 42.484286,  Lng: -83.044997),  Route carried "under" structure: Ramp Interstate 696,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 126,000 (year 1995),  Truck Traffic: 7%,  Features Intersected: MND RD &RMPS A&B O I-696,  Facility Carried by Structure: 10.5 MI ROAD
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 0.364,  Lanes on structure: 2,  Lanes under structure: 11,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.4m (109.6ft)

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Structure Number: 6082,  Location: CITY OF WARREN (Lat: 42.491206,  Lng: -83.045211),  Route carried "under" structure: Ramp Interstate 696,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 126,000 (year 1995),  Truck Traffic: 7%,  Features Intersected: MND RD &RMPS O I-696,  Facility Carried by Structure: 11 MI RD EB
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 0.724,  Lanes on structure: 3,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 47.4m (155.5ft)

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Structure Number: 6083,  Location: CITY OF WARREN (Lat: 42.491589,  Lng: -83.045253),  Route carried "under" structure: Ramp Interstate 696,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 126,000 (year 1995),  Truck Traffic: 7%,  Features Intersected: MND RD &RMPS C&D O I-696,  Facility Carried by Structure: 11 MI RD WB
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 0.766,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.4m (135.8ft)

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Structure Number: 6084,  Location: CITY OF WARREN (Lat: 42.487850,  Lng: -83.041669),  Route carried "under" structure: Interstate 696,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 174,100 (year 2007),  Truck Traffic: 5%,  Features Intersected: I-696 &RAMPS B,C,H,&F,  Facility Carried by Structure: SHERWOOD AVE
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 4.057,  Lanes on structure: 4,  Lanes under structure: 13,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 43.7m (143.4ft)

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Structure Number: 6085,  Location: IN CENTERLINE (Lat: 42.491142,  Lng: -83.036042),  Route carried "under" structure: Interstate 696,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 174,100 (year 2007),  Truck Traffic: 5%,  Features Intersected: I-696,  Facility Carried by Structure: EB 11 MILE RD
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 4.613,  Lanes on structure: 2,  Lanes under structure: 10,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 55.2m (181.1ft)

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Structure Number: 6086,  Location: IN WARREN & CENTERLINE (Lat: 42.491556,  Lng: -83.029239),  Route carried "under" structure: Interstate 696,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 174,100 (year 2007),  Truck Traffic: 5%,  Features Intersected: I-696,  Facility Carried by Structure: U-TRN & LFT TRN
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 5.168,  Lanes on structure: 3,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.1m (95.5ft)

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Structure Number: 6087,  Location: IN WARREN & CENTERLINE (Lat: 42.491583,  Lng: -83.027778),  Route carried "under" structure: Interstate 696,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 174,100 (year 2007),  Truck Traffic: 5%,  Features Intersected: I-696,  Facility Carried by Structure: VAN DYKE AVE (M53)
Minimum Vertical Clearance: 6.12m (20.08ft),  Kilometerpoint: 5.297,  Lanes on structure: 7,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.8m (101.0ft)

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Structure Number: 6088,  Location: IN WARREN & CENTERLINE (Lat: 42.491633,  Lng: -83.026431),  Route carried "under" structure: Interstate 696,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 162,792 (year 2007),  Truck Traffic: 5%,  Features Intersected: I-696,  Facility Carried by Structure: LFT TRN LANE
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 5.408,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.9m (98.1ft)

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Structure Number: 6089,  Location: IN WARREN W OF HOOVER (Lat: 42.491933,  Lng: -83.008233),  Route carried "under" structure: Interstate 696,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 162,792 (year 2007),  Truck Traffic: 5%,  Features Intersected: I-696,  Facility Carried by Structure: LFT TRN LANE
Minimum Vertical Clearance: 5.44m (17.85ft),  Kilometerpoint: 6.904,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.1m (95.5ft)

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Structure Number: 609,  Location: IN WARREN (Lat: 42.491961,  Lng: -83.006575),  Route carried "under" structure: Interstate 696,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 162,792 (year 2007),  Truck Traffic: 6%,  Features Intersected: I-696,  Facility Carried by Structure: HOOVER RD
Minimum Vertical Clearance: 5.74m (18.83ft),  Kilometerpoint: 7.041,  Lanes on structure: 5,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.6m (100.4ft)

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Structure Number: 6091,  Location: IN WARREN E OF HOOVER (Lat: 42.491972,  Lng: -83.005306),  Route carried "under" structure: Interstate 696,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 131,722 (year 2007),  Truck Traffic: 6%,  Features Intersected: I-696,  Facility Carried by Structure: LFT TRN LANE
Minimum Vertical Clearance: 5.44m (17.85ft),  Kilometerpoint: 7.146,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.1m (95.5ft)

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Structure Number: 6092,  Location: IN WARREN (Lat: 42.492428,  Lng: -82.987167),  Route carried "under" structure: Interstate 696,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 131,722 (year 2007),  Truck Traffic: 6%,  Features Intersected: I-696,  Facility Carried by Structure: SCHOENHERR RD
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 8.636,  Lanes on structure: 5,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.1m (95.5ft)

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Structure Number: 6093,  Location: IN WARREN (Lat: 42.493186,  Lng: -82.977425),  Route carried "under" structure: Interstate 696,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 131,722 (year 2007),  Truck Traffic: 9%,  Features Intersected: I-696,  Facility Carried by Structure: BUNERT RD
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 9.442,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.1m (95.5ft)

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Structure Number: 6094,  Location: IN WARREN (Lat: 42.493925,  Lng: -82.969181),  Route carried "under" structure: Interstate 696,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 94,600 (year 2007),  Truck Traffic: 9%,  Features Intersected: I-696,  Facility Carried by Structure: M-97 GROESBECK HWY
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 10.110,  Lanes on structure: 7,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.8m (117.5ft)

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Structure Number: 6095,  Location: IN WARREN & ROSEVILLE (Lat: 42.493800,  Lng: -82.967750),  Route carried "under" structure: Interstate 696,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 94,600 (year 2007),  Truck Traffic: 6%,  Features Intersected: I-696,  Facility Carried by Structure: HAYES RD
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 10.223,  Lanes on structure: 7,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.8m (101.0ft)

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Structure Number: 6096,  Location: IN WARREN (Lat: 42.492339,  Lng: -83.001103),  Route carried "under" structure: Interstate 696,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 131,722 (year 2007),  Truck Traffic: 6%,  Features Intersected: I-696,  Facility Carried by Structure: WAGNER DRIVE
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 7.490,  Lanes on structure: 2,  Lanes under structure: 10,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.3m (109.3ft)

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Structure Number: 6097,  Location: IN WARREN (Lat: 42.492181,  Lng: -82.993797),  Route carried "under" structure: Interstate 696,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 131,722 (year 2007),  Truck Traffic: 6%,  Features Intersected: I-696,  Facility Carried by Structure: FAIRFIELD AVE
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 8.090,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.9m (98.1ft)

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Structure Number: 6098,  Location: CITY OF WARREN (Lat: 42.485061,  Lng: -83.046697),  Route carried "under" structure: Ramp Interstate 696,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 141,000 (year 1995),  Truck Traffic: 5%,  Features Intersected: RAMPS A&F OFF I-696,  Facility Carried by Structure: SB SERVICE RD
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 0.773,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 47.9m (157.2ft)

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Structure Number: 6099,  Location: CITY OF WARREN (Lat: 42.488208,  Lng: -83.045083),  Route carried "under" structure: County highway 2058,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 199,900 (year 2007),  Truck Traffic: 4%,  Features Intersected: MOUND &SER.RDS OV I-696,  Facility Carried by Structure: RAMPS E&F
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 3.713,  Lanes on structure: 4,  Lanes under structure: 17,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.2m (125.3ft)

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Structure Number: 61,  Location: IN THE CITY OF WARREN (Lat: 42.487908,  Lng: -83.045392),  Route carried "under" structure: Interstate 696,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 199,900 (year 2007),  Truck Traffic: 5%,  Features Intersected: I-696,  Facility Carried by Structure: NB MOUND RD
Minimum Vertical Clearance: 5.92m (19.42ft),  Kilometerpoint: 3.740,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.8m (87.9ft)

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Structure Number: 6101,  Location: IN THE CITY OF WARREN (Lat: 42.487681,  Lng: -83.045986),  Route carried "under" structure: Interstate 696,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 199,900 (year 2007),  Truck Traffic: 4%,  Features Intersected: I-696,  Facility Carried by Structure: SB MOUND RD
Minimum Vertical Clearance: 5.44m (17.85ft),  Kilometerpoint: 3.692,  Lanes on structure: 3,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.8m (87.9ft)

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Structure Number: 6102,  Location: IN THE CITY OF WARREN (Lat: 42.487722,  Lng: -83.045064),  Route carried "under" structure: Interstate 696,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 174,100 (year 2007),  Truck Traffic: 5%,  Features Intersected: I-696,  Facility Carried by Structure: NB SERVICE RD
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 3.768,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.8m (87.9ft)

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Structure Number: 6103,  Location: IN THE CITY OF WARREN (Lat: 42.487683,  Lng: -83.046314),  Route carried "under" structure: Interstate 696,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 199,900 (year 2007),  Truck Traffic: 4%,  Features Intersected: I-696,  Facility Carried by Structure: SB SERVICE RD
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 3.665,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.8m (87.9ft)

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Structure Number: 6104,  Location: CITY OF WARREN (Lat: 42.490494,  Lng: -83.046581),  Route carried "under" structure: Ramp Interstate 696,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 19,000 (year 1988),  Features Intersected: RAMPS D&H OFF I-696,  Facility Carried by Structure: SB SERVICE RD
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 0.402,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 57.2m (187.7ft)

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Structure Number: 6105,  Location: CITY OF WARREN (Lat: 42.485175,  Lng: -83.044678),  Route carried "under" structure: Ramp Interstate 696,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 17,000 (year 1988),  Features Intersected: RAMPS B&G OFF I-696,  Facility Carried by Structure: NB SERVICE RD
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 0.467,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 44.5m (146.0ft)

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Structure Number: 6106,  Location: CITY OF WARREN (Lat: 42.490503,  Lng: -83.044906),  Route carried "under" structure: Ramp Interstate 696,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 19,000 (year 1988),  Features Intersected: RAMPS C&E OFF I-696,  Facility Carried by Structure: NB SERVICE RD
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.641,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 51.1m (167.7ft)

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Structure Number: 6107,  Location: IN WARREN & CENTERLINE (Lat: 42.491733,  Lng: -83.022094),  Route carried "under" structure: Interstate 696,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 162,792 (year 2007),  Truck Traffic: 5%,  Features Intersected: I-696,  Facility Carried by Structure: ARSENAL AVE
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 5.765,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.1m (111.9ft)

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Structure Number: 6108,  Location: IN WARREN (Lat: 42.491953,  Lng: -83.014397),  Route carried "under" structure: Interstate 696,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 162,792 (year 2007),  Truck Traffic: 5%,  Features Intersected: I-696,  Facility Carried by Structure: CAMPBELL RD
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 6.396,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.2m (99.1ft)

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Structure Number: 6109,  Location: IN WARREN @ SCHOENHERR (Lat: 42.492339,  Lng: -82.988978),  Route carried "under" structure: Interstate 696,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 131,722 (year 2007),  Truck Traffic: 6%,  Features Intersected: I-696,  Facility Carried by Structure: SCHOENHERR LFT TRN
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 8.488,  Lanes on structure: 1,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.1m (95.5ft)

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Structure Number: 611,  Location: IN WARREN W OF RYAN (Lat: 42.491008,  Lng: -83.068825),  Route carried "under" structure: Interstate 696,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 199,900 (year 2007),  Truck Traffic: 4%,  Features Intersected: I-696,  Facility Carried by Structure: U TURN @ ELCAPITAN
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 1.722,  Lanes on structure: 1,  Lanes under structure: 10,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.1m (88.9ft)

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Structure Number: 6111,  Location: IN CENTERLINE (Lat: 42.490553,  Lng: -83.037542),  Route carried "under" structure: Interstate 696,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 174,100 (year 2007),  Truck Traffic: 5%,  Features Intersected: I-696,  Facility Carried by Structure: CONRAIL
Minimum Vertical Clearance: 5.97m (19.59ft),  Kilometerpoint: 4.474,  Lanes under structure: 10,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.8m (110.9ft)

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Structure Number: 6112,  Location: IN WARREN (Lat: 42.493928,  Lng: -82.971928),  Route carried "under" structure: Interstate 696,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 94,600 (year 2007),  Truck Traffic: 9%,  Features Intersected: I-696,  Facility Carried by Structure: GTW RR
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 9.870,  Lanes under structure: 15,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 28.3m (92.8ft)