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

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Structure Number: 1109,  Location: OVID TWP SEC 9-16 (Lat: 41.869303,  Lng: -85.008897),  Route carried "on" structure: County highway 1236,  Year Built: 1961,  Status: Posted for load,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 532 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 954 (year 2024),  Design Load: H 20,  Features Intersected: COLD WATER RIVER,  Facility Carried by Structure: CENTRAL ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 14.272,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Material/Design: Wood or Timber,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.5m (4.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Channel: Serious,  Culverts: Serious,  Operating Rating: 16.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 10.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 0.67m (2.20ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $48,000,  Total Project Cost: $55,000,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 10815,  Location: IN YPSILANTI (E MICH AVE) (Lat: 42.241044,  Lng: -83.611600),  Route carried "on" structure: Business US 12,  Year Built: 1912,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 21,936 (year 2007),  Truck Traffic: 3%,  Average Future Daily Traffic: 28,118 (year 2018),  Design Load: H 15,  Features Intersected: HURON RIVER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.051,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 142,  Subroute: 4),  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.0m (105.0ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 23.9m (78.4ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2021,  Underwater Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 10818,  Location: IN YPSILANTI (E MICH AVE) (Lat: 42.241972,  Lng: -83.598364),  Route carried "on" structure: Business US 12,  Year Built: 1934,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 5.91m (19.39ft),  Average Daily Traffic: 14,908 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 18,514 (year 2018),  Design Load: HS 20,  Features Intersected: MDOT RR CORRIDOR
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 4.157,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 142,  Subroute: 4),  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 6 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.7m (81.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 86.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 51.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  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: Epoxy Overlay

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Structure Number: 10819,  Location: 1.2 MI E OF YPSILANTI (Lat: 42.246158,  Lng: -83.580317),  Route carried "on" structure: County highway 2006,  Year Built: 1976,  Status: Open,  Structure Length: 4.89m (16.04ft),  Average Daily Traffic: 15,000 (year 2007),  Truck Traffic: 3%,  Average Future Daily Traffic: 17,250 (year 2027),  Design Load: HS 20,  Features Intersected: US-12 BR,  Facility Carried by Structure: FORD BLVD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.213,  Lanes on structure: 3,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.4m (86.6ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 18.4m (60.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 44.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.91m (16.11ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $215,000,  Roadway Improvement Cost: $17,000,  Total Project Cost: $201,000,  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: 1082,  Location: 1.0 MI E OF YPSILANTI (Lat: 42.231572,  Lng: -83.578922),  Route carried "on" structure: US 12,  Year Built: 1988,  Status: Open,  Structure Length: 9.39m (30.81ft),  Average Daily Traffic: 11,378 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 12,733 (year 2018),  Design Load: HS 25 or greater,  Features Intersected: I-94 WB
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.298,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes (Inventory Route: 143,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 52.6m (172.6ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 70.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 42.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Other Special Inspection Date: August 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: 10821,  Location: 2.0 MI SE OF YPSILANTI (Lat: 42.219894,  Lng: -83.562247),  Route carried "on" structure: Interstate 94,  Year Built: 1958,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 8.20m (26.90ft),  Average Daily Traffic: 42,518 (year 2007),  Truck Traffic: 14%,  Average Future Daily Traffic: 45,981 (year 2018),  Design Load: HS 20+Mod,  Features Intersected: WIARD RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 51.996,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 142,  Subroute: 9),  Owner: State Highway Agency,  Approaching Roadway Width: 18.2m (59.7ft),  Skew: 35 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.3m (79.7ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.3m (63.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 60.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  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: 10822,  Location: 2.0 MI SE OF YPSILANTI (Lat: 42.220150,  Lng: -83.562292),  Route carried "on" structure: Interstate 94,  Year Built: 1958,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 7.65m (25.10ft),  Average Daily Traffic: 42,518 (year 2007),  Truck Traffic: 14%,  Average Future Daily Traffic: 45,981 (year 2018),  Design Load: HS 20+Mod,  Features Intersected: WIARD RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 51.940,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 142,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 18.2m (59.7ft),  Skew: 34 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.7m (77.8ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.3m (63.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 65.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 7.65m (25.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $105,000,  Roadway Improvement Cost: $11,000,  Total Project Cost: $124,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 10841,  Location: 2.0 MI W OF YPSILANTI (Lat: 42.224364,  Lng: -83.651181),  Route carried "on" structure: US 12,  Year Built: 1975,  Status: Open,  Structure Length: 12.98m (42.59ft),  Average Daily Traffic: 20,815 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 30,194 (year 2018),  Design Load: HS 25 or greater,  Features Intersected: I-94
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.737,  Lanes on structure: 6,  Lanes under structure: 7,  Base Highway Network: Yes (Inventory Route: 142,  Subroute: 7),  Owner: State Highway Agency,  Approaching Roadway Width: 29.2m (95.8ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 48.4m (158.8ft),  Curb-To-Curb Width: 28.0m (91.9ft),  Out-to-Out Width: 28.6m (93.8ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 61.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 36.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Other Special Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 10843,  Location: IN YPSILANTI (Lat: 42.230925,  Lng: -83.606953),  Route carried "on" structure: Interstate 94,  Year Built: 1971,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 102,776 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 117,095 (year 2018),  Design Load: HS 20+Mod,  Features Intersected: HURON RIVER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 47.844,  Lanes on structure: 6,  Base Highway Network: Yes (Inventory Route: 142,  Subroute: 9),  Owner: State Highway Agency,  Approaching Roadway Width: 35.4m (116.1ft),  Skew: 30 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-To-Curb Width: 33.2m (108.9ft),  Out-to-Out Width: 33.9m (111.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 68.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 41.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2020,  Underwater 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: 10847,  Location: S LTS OF YPSILANTI (Lat: 42.228925,  Lng: -83.616886),  Route carried "on" structure: Business US 12,  Year Built: 1969,  Year Reconstructed: 1998,  Status: Temporarily open,  Structure Length: 7.74m (25.39ft),  Average Daily Traffic: 31,936 (year 2007),  Truck Traffic: 3%,  Average Future Daily Traffic: 31,554 (year 2018),  Design Load: HS 20,  Features Intersected: I-94
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.346,  Lanes on structure: 5,  Lanes under structure: 8,  Base Highway Network: Yes (Inventory Route: 460,  Subroute: 70),  Owner: State Highway Agency,  Approaching Roadway Width: 28.9m (94.8ft),  Skew: 23 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 21.8m (71.5ft),  Out-to-Out Width: 25.3m (83.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 85.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 10848,  Location: IN YPSILANTI (Lat: 42.231453,  Lng: -83.599881),  Route carried "on" structure: City street 2006,  Year Built: 1972,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 10.81m (35.47ft),  Average Daily Traffic: 6,486 (year 2010),  Average Future Daily Traffic: 7,135 (year 2025),  Design Load: H 20,  Features Intersected: I-94,  Facility Carried by Structure: GROVE ST
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.728,  Lanes on structure: 3,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 36.2m (118.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 20.2m (66.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 69.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 41.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  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,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 10851,  Location: 1.4 MI W OF CO LINE/WIARD (Lat: 42.242506,  Lng: -83.565947),  Route carried "on" structure: US 12,  Year Built: 1942,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 4.34m (14.24ft),  Average Daily Traffic: 38,000 (year 1995),  Truck Traffic: 3%,  Average Future Daily Traffic: 34,779 (year 2015),  Design Load: HS 20,  Features Intersected: ACM TEST TRACK
Minimum Vertical Clearance: 4.27m (14.01ft),  Kilometerpoint: 0.361,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 143,  Subroute: 6),  Owner: State Highway Agency,  Approaching Roadway Width: 20.9m (68.6ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.8m (51.8ft),  Curb-To-Curb Width: 21.5m (70.5ft),  Out-to-Out Width: 22.2m (72.8ft)

Condition: Deck: Excellent,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 44.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.33m (14.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $305,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $45,000,  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: 1097,  Location: YPSILANTI TWP SEC 21 (Lat: 42.201769,  Lng: -83.612467),  Route carried "on" structure: County highway 2006,  Year Built: 1930,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 7,252 (year 2006),  Truck Traffic: 7%,  Average Future Daily Traffic: 13,097 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: PAINT CREEK,  Facility Carried by Structure: TEXTILE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 5.916,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 46.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 26.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.22m (4.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $120,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $190,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 10971,  Location: YPSILANTI TWP SEC 24 (Lat: 42.205806,  Lng: -83.557664),  Route carried "on" structure: County highway 2006,  Year Built: 1992,  Status: Open,  Structure Length: 6.61m (21.69ft),  Average Daily Traffic: 7,289 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 10,831 (year 2040),  Design Load: HS 20,  Features Intersected: HURON RIVER,  Facility Carried by Structure: BRIDGE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.377,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 11.8m (38.7ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 14.8m (48.6ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 45.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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: 10972,  Location: YPSILANTI TWP SEC 12 (Lat: 42.232656,  Lng: -83.547422),  Route carried "on" structure: County highway ,  Year Built: 1942,  Status: Open,  Structure Length: 1.15m (3.77ft),  Average Daily Traffic: 1,643 (year 2006),  Truck Traffic: 18%,  Average Future Daily Traffic: 2,967 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: WILLOW RUN,  Facility Carried by Structure: TYLER ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.527,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.7m (8.9ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 60.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 42.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 10977,  Location: SUPERIOR TWP SECTION 25 (Lat: 42.276614,  Lng: -83.559525),  Route carried "on" structure: County highway 8154,  Year Built: 2021,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 9,991 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 16,019 (year 2040),  Design Load: Greater than HL93,  Features Intersected: FOWLER CREEK,  Facility Carried by Structure: GEDDES ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 15.178,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Channel: Very good,  Culverts: Excellent,  Operating Rating: 66.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 51.2 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: Superior to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.46m (4.79ft),  Designated Inspection Frequency: Every 17 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $80,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $130,000,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 11002,  Location: YPSILANTI TWP SEC 20 & 21 (Lat: 42.206014,  Lng: -83.621025),  Route carried "on" structure: County highway 2006,  Year Built: 1920,  Year Reconstructed: 1966,  Status: Posted for load,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 8,856 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 15,994 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: PAINT CREEK,  Facility Carried by Structure: STONY CREEK ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 17.834,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Fair,  Channel: Poor,  Operating Rating: 34.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 20.7 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 corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 1.46m (4.79ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $95,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $130,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 11005,  Location: YPSILANTI TWP SEC 28 (Lat: 42.190281,  Lng: -83.610667),  Route carried "on" structure: County highway 8189,  Year Built: 2007,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 11,389 (year 2006),  Truck Traffic: 12%,  Average Future Daily Traffic: 20,569 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: PAINT CREEK,  Facility Carried by Structure: WHITTAKER ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 12.072,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.5m (41.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 71.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 11006,  Location: YPSILANTI TWP SECTION 5 (Lat: 42.260467,  Lng: -83.638575),  Route carried "on" structure: County highway 2006,  Year Built: 1973,  Status: Open,  Structure Length: 5.34m (17.52ft),  Average Daily Traffic: 4,169 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,321 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: HURON RIVER,  Facility Carried by Structure: SUPERIOR ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.605,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.6m (57.7ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 19.4m (63.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 79.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.71m (22.01ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2021,  Underwater Inspection Date: October 2018,  Bridge Improvement Cost: $1,240,000,  Roadway Improvement Cost: $124,000,  Total Project Cost: $1,500,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 11007,  Location: YPSILANTI TWP SEC 11 (Lat: 42.245172,  Lng: -83.580286),  Route carried "on" structure: County highway 2006,  Year Built: 2013,  Status: Open,  Structure Length: 3.14m (10.30ft),  Average Daily Traffic: 16,513 (year 2006),  Truck Traffic: 20%,  Average Future Daily Traffic: 16,600 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: MDOT RR CORRIDOR,  Facility Carried by Structure: FORD BOULEVARD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.104,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 22.6m (74.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 57.0 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: 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 desirable 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: May 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: 11033,  Location: YPSILANTI TWP SEC 34 (Lat: 42.173467,  Lng: -83.587561),  Route carried "on" structure: County highway ,  Year Built: 1964,  Status: Open,  Structure Length: 0.97m (3.18ft),  Average Daily Traffic: 449 (year 2005),  Truck Traffic: 5%,  Average Future Daily Traffic: 811 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: PAINT CREEK,  Facility Carried by Structure: BEMIS
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 15.238,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Good,  Channel: Fair,  Operating Rating: 46.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.65m (5.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $85,000,  Roadway Improvement Cost: $12,000,  Total Project Cost: $100,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 11034,  Location: YPSILANTI TWP SEC 34 (Lat: 42.180631,  Lng: -83.594694),  Route carried "on" structure: County highway ,  Year Built: 1965,  Status: Open,  Structure Length: 0.97m (3.18ft),  Average Daily Traffic: 4,021 (year 2015),  Truck Traffic: 9%,  Average Future Daily Traffic: 6,720 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: PAINT CREEK,  Facility Carried by Structure: MARTZ RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.658,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.7m (31.8ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Fair,  Operating Rating: 42.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.65m (5.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $85,000,  Roadway Improvement Cost: $12,000,  Total Project Cost: $100,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 11035,  Location: YPSILANTI TWP SEC 28 & 33 (Lat: 42.188300,  Lng: -83.606708),  Route carried "on" structure: County highway ,  Year Built: 1965,  Status: Open,  Structure Length: 0.97m (3.18ft),  Average Daily Traffic: 230 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 224 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: PAINT CREEK,  Facility Carried by Structure: MERRITT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.365,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.7m (31.8ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Good,  Channel: Good,  Operating Rating: 51.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.74m (5.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $95,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $130,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 11088,  Location: IN THE CITY OF YPSILANTI (Lat: 42.234711,  Lng: -83.606822),  Route carried "on" structure: City street 2006,  Year Built: 1978,  Status: Open,  Structure Length: 6.89m (22.60ft),  Average Daily Traffic: 11,700 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 14,040 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: HURON RIVER,  Facility Carried by Structure: FACTORY STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.526,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.5m (73.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 2.5m (8.2ft),  Curb-To-Curb Width: 16.7m (54.8ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 65.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 39.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 11089,  Location: IN CITY OF YPSILANTI (Lat: 42.245947,  Lng: -83.611397),  Route carried "on" structure: City street 2006,  Year Built: 1984,  Status: Posted for load,  Structure Length: 7.31m (23.98ft),  Average Daily Traffic: 5,000 (year 2017),  Average Future Daily Traffic: 6,500 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: HURON RIVER,  Facility Carried by Structure: CROSS STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 4.089,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.3m (79.7ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.1m (52.8ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Poor,  Channel: Fair,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1109,  Location: IN CITY OF YPSILANTI (Lat: 42.249225,  Lng: -83.612675),  Route carried "on" structure: City street 2006,  Year Built: 1964,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 4.51m (14.80ft),  Average Daily Traffic: 5,254 (year 2015),  Average Future Daily Traffic: 6,305 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: HURON RIVER,  Facility Carried by Structure: FOREST AVENUE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.785,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.2m (86.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 18.2m (59.7ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 54.6 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: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 11091,  Location: IN CITY OF YPSILANTI (Lat: 42.255658,  Lng: -83.622158),  Route carried "on" structure: City street 2006,  Year Built: 1983,  Status: Posted for load,  Structure Length: 6.67m (21.88ft),  Average Daily Traffic: 10,800 (year 2019),  Average Future Daily Traffic: 12,400 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: HURON RIVER,  Facility Carried by Structure: LEFORGE STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.188,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  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: 22.2m (72.8ft),  Curb or Sidewalk Widths: Left: 2.6m (8.5ft),  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 22.0m (72.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 48.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 11092,  Location: IN CITY OF YPSILANTI (Lat: 42.242258,  Lng: -83.602253),  Route carried "on" structure: City street 2006,  Year Built: 1979,  Status: Posted for load,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 7,000 (year 2017),  Average Future Daily Traffic: 8,400 (year 2037),  Features Intersected: CONRAIL RAILROAD,  Facility Carried by Structure: PROSPECT STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.112,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  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: 15.8m (51.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Fair,  Superstructure: Serious,  Substructure: Fair,  Operating Rating: 39.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 23.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 11093,  Location: 4.8 MI E OF YPSILANTI (Lat: 42.249642,  Lng: -83.544125),  Route carried "on" structure: County highway 2057,  Year Built: 2005,  Status: Open,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 5,400 (year 2005),  Truck Traffic: 10%,  Average Future Daily Traffic: 9,700 (year 2025),  Design Load: HL 93,  Features Intersected: US-12 EB,  Facility Carried by Structure: ECORSE RD WB
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.254,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.0m (72.2ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 46.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 25.6 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: Equal to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 13925,  Location: SUPERIOR TWP SEC 36 (Lat: 42.275667,  Lng: -83.554167),  Route carried "on" structure: County highway 8197,  Year Built: 2013,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 150 (year 2014),  Average Future Daily Traffic: 172 (year 2034),  Features Intersected: FOWLER CREEK,  Facility Carried by Structure: RIDGE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.501,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 55.5 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021

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Structure Number: 10819,  Location: 1.2 MI E OF YPSILANTI (Lat: 42.246158,  Lng: -83.580317),  Route carried "under" structure: Business US 12,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 14,222 (year 2007),  Truck Traffic: 3%,  Features Intersected: US-12 BR,  Facility Carried by Structure: FORD BLVD
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 5.717,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.4m (86.6ft)

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Structure Number: 1082,  Location: 1.0 MI E OF YPSILANTI (Lat: 42.231572,  Lng: -83.578922),  Route carried "under" structure: Interstate 94,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 85,036 (year 2007),  Truck Traffic: 14%,  Features Intersected: I-94 WB,  Facility Carried by Structure: US-12 EB
Minimum Vertical Clearance: 5.69m (18.67ft),  Kilometerpoint: 50.086,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 52.6m (172.6ft)

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Structure Number: 10821,  Location: 2.0 MI SE OF YPSILANTI (Lat: 42.219894,  Lng: -83.562247),  Route carried "under" structure: City street 2006,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 11,000 (year 1997),  Truck Traffic: 3%,  Features Intersected: WIARD RD,  Facility Carried by Structure: I-94 EB
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 0.311,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.3m (79.7ft)

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Structure Number: 10822,  Location: 2.0 MI SE OF YPSILANTI (Lat: 42.220150,  Lng: -83.562292),  Route carried "under" structure: City street 2006,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 11,000 (year 1997),  Truck Traffic: 3%,  Features Intersected: WIARD RD,  Facility Carried by Structure: I-94 WB
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 0.336,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.7m (77.8ft)

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Structure Number: 10841,  Location: 2.0 MI W OF YPSILANTI (Lat: 42.224364,  Lng: -83.651181),  Route carried "under" structure: Interstate 94,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 106,152 (year 2007),  Truck Traffic: 10%,  Features Intersected: I-94,  Facility Carried by Structure: US-12
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 44.059,  Lanes on structure: 6,  Lanes under structure: 7,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 48.4m (158.8ft)

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Structure Number: 10844,  Location: 0.2 MI E OF YPSILANTI (Lat: 42.231547,  Lng: -83.590744),  Route carried "under" structure: Interstate 94,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 102,776 (year 2007),  Truck Traffic: 10%,  Features Intersected: I-94,  Facility Carried by Structure: GEORGINA DR WALKOV
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 49.186,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 29.7m (97.4ft)

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Structure Number: 10845,  Location: 0.9 MI W OF WAYNE CO LINE (Lat: 42.246175,  Lng: -83.559636),  Route carried "under" structure: Other road ,  Year Built: 1944,  Structure Length: 0. m,  Average Daily Traffic: 10 (year 0000),  Features Intersected: CONRAIL, SERVICE ROAD,  Facility Carried by Structure: US-12
Minimum Vertical Clearance: 6.25m (20.51ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 17.0m (55.8ft)

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Structure Number: 10847,  Location: S LTS OF YPSILANTI (Lat: 42.228925,  Lng: -83.616886),  Route carried "under" structure: Interstate 94,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 106,152 (year 2007),  Truck Traffic: 10%,  Features Intersected: I-94,  Facility Carried by Structure: US-12 BR, HURON ST
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 46.980,  Lanes on structure: 5,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 10848,  Location: IN YPSILANTI (Lat: 42.231453,  Lng: -83.599881),  Route carried "under" structure: Interstate 94,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 102,776 (year 2007),  Truck Traffic: 10%,  Features Intersected: I-94,  Facility Carried by Structure: GROVE ST
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 48.432,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.2m (118.8ft)

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Structure Number: 10851,  Location: 1.4 MI W OF CO LINE/WIARD (Lat: 42.242506,  Lng: -83.565947),  Route carried "under" structure: County highway 2006,  Year Built: 1942,  Structure Length: 0. m,  Average Daily Traffic: 12,535 (year 2007),  Truck Traffic: 3%,  Features Intersected: ACM TEST TRACK,  Facility Carried by Structure: US-12 M/W TRI LVL
Minimum Vertical Clearance: 4.24m (13.91ft),  Kilometerpoint: 1.923,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.8m (51.8ft)

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Structure Number: 10853,  Location: 0.5 MI W OF CO LINE (Lat: 42.247622,  Lng: -83.552378),  Route carried "under" structure: County highway ,  Year Built: 1942,  Structure Length: 0. m,  Average Daily Traffic: 11,500 (year 2007),  Truck Traffic: 3%,  Features Intersected: ACM TEST TRACK,  Facility Carried by Structure: US-12 (M/E TRI LVL
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 3.212,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.8m (51.8ft)

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Structure Number: 10854,  Location: 1.0 MI E OF YPSILANTI (Lat: 42.231300,  Lng: -83.582483),  Route carried "under" structure: Interstate 94,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 22,756 (year 2007),  Truck Traffic: 5%,  Features Intersected: I-94,  Facility Carried by Structure: HARRIS RD
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.0m (137.8ft)

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Structure Number: 11093,  Location: 4.8 MI E OF YPSILANTI (Lat: 42.249642,  Lng: -83.544125),  Route carried "under" structure: US 12,  Year Built: 2005,  Structure Length: 0. m,  Average Daily Traffic: 7,282 (year 2007),  Truck Traffic: 9%,  Features Intersected: US-12 EB,  Facility Carried by Structure: ECORSE RD WB
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.031,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 22.0m (72.2ft)

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Structure Number: 11094,  Location: 0.2 MI NE OF WAYNE COL (Lat: 42.251975,  Lng: -83.541447),  Route carried "under" structure: US 12,  Year Built: 1942,  Structure Length: 0. m,  Average Daily Traffic: 14,564 (year 2007),  Truck Traffic: 9%,  Features Intersected: US-12,  Facility Carried by Structure: MDOT RR CORRIDOR
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 0.372,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.5m (73.8ft)