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

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Structure Number: 117,  Location: 1.5 MI S OF DOUGLAS (Lat: 42.623267,  Lng: -86.211783),  Route carried "on" structure: County highway 303,  Year Built: 1964,  Status: Open,  Structure Length: 9.78m (32.09ft),  Average Daily Traffic: 5,143 (year 1996),  Truck Traffic: 28%,  Average Future Daily Traffic: 8,500 (year 2016),  Design Load: HS 20+Mod,  Features Intersected: I-196 & US-31,  Facility Carried by Structure: OLD US-31
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.330,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 12.7m (41.7ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 66.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 39.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $436,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1179,  Location: UNION TWP SEC 10-15 (Lat: 42.043289,  Lng: -85.116192),  Route carried "on" structure: County highway ,  Year Built: 1900,  Status: Closed,  Structure Length: 2.47m (8.10ft),  Average Daily Traffic: 111 (year 2004),  Truck Traffic: 4%,  Average Future Daily Traffic: 166 (year 2024),  Design Load: H 10,  Features Intersected: COLDWATER RIVER,  Facility Carried by Structure: GOWER ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.314,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.7m (77.8ft),  Curb-To-Curb Width: 4.0m (13.1ft),  Out-to-Out Width: 4.1m (13.5ft)

Condition: Deck: Critical,  Superstructure: Critical,  Substructure: Fair,  Channel: Fair,  Operating Rating: 0.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: High priority of corrective action,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 3.05m (10.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $240,000,  Roadway Improvement Cost: $40,000,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: 11662,  Location: IN LINCOLN PARK (Lat: 42.239447,  Lng: -83.199378),  Route carried "on" structure: City street ,  Year Built: 1966,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 4.29m (14.07ft),  Average Daily Traffic: 7,240 (year 1978),  Average Future Daily Traffic: 7,240 (year 1977),  Design Load: HS 20,  Features Intersected: I-75,  Facility Carried by Structure: LONDON MOORE RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.320,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 22.5m (73.8ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 15.9m (52.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 84.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  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: Other

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Structure Number: 11663,  Location: IN LINCOLN PARK (Lat: 42.243808,  Lng: -83.194264),  Route carried "on" structure: Interstate 75,  Year Built: 1966,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 25.17m (82.58ft),  Average Daily Traffic: 54,615 (year 2007),  Truck Traffic: 14%,  Average Future Daily Traffic: 47,950 (year 2018),  Design Load: HS 25 or greater,  Features Intersected: TOLEDO-DIX HWY & RAMP C&
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 21.188,  Lanes on structure: 3,  Lanes under structure: 8,  Base Highway Network: Yes (Inventory Route: 159,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 18.2m (59.7ft),  Skew: 15 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 34.6m (113.5ft),  Curb-To-Curb Width: 14.7m (48.2ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 79.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 47.6 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: Meets minimum limits,  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: 11664,  Location: IN LINCOLN PARK (Lat: 42.244033,  Lng: -83.194347),  Route carried "on" structure: Interstate 75,  Year Built: 1966,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 24.87m (81.59ft),  Average Daily Traffic: 54,615 (year 2007),  Truck Traffic: 14%,  Average Future Daily Traffic: 47,950 (year 2018),  Design Load: HS 25 or greater,  Features Intersected: TOLEDO-DIX HWY & RAMP C&
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 21.209,  Lanes on structure: 3,  Lanes under structure: 8,  Base Highway Network: Yes (Inventory Route: 159,  Subroute: 6),  Owner: State Highway Agency,  Approaching Roadway Width: 18.2m (59.7ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 35.0m (114.8ft),  Curb-To-Curb Width: 18.4m (60.4ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 37.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Meets minimum limits,  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: 11665,  Location: IN LINCOLN PARK (Lat: 42.247036,  Lng: -83.191319),  Route carried "on" structure: City street ,  Year Built: 1966,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 4.54m (14.90ft),  Average Daily Traffic: 7,670 (year 1978),  Average Future Daily Traffic: 77,777 (year 2027),  Design Load: HS 20,  Features Intersected: I-75,  Facility Carried by Structure: CHAMPAIGN RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.993,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 23.1m (75.8ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 20.2m (66.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 74.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  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: Other

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Structure Number: 11666,  Location: IN LINCOLN PARK (Lat: 42.252772,  Lng: -83.184967),  Route carried "on" structure: Interstate 75,  Year Built: 1966,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 6.22m (20.41ft),  Average Daily Traffic: 52,753 (year 2007),  Truck Traffic: 13%,  Average Future Daily Traffic: 48,007 (year 2018),  Design Load: HS 25 or greater,  Features Intersected: M-39
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 22.446,  Lanes on structure: 4,  Lanes under structure: 8,  Base Highway Network: Yes (Inventory Route: 159,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 18.2m (59.7ft),  Skew: 11 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.1m (102.0ft),  Curb-To-Curb Width: 21.4m (70.2ft),  Out-to-Out Width: 22.4m (73.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: 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: 62.5 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: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 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: 11667,  Location: IN LINCOLN PARK (Lat: 42.252839,  Lng: -83.185225),  Route carried "on" structure: Interstate 75,  Year Built: 1966,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 6.25m (20.51ft),  Average Daily Traffic: 52,753 (year 2007),  Truck Traffic: 13%,  Average Future Daily Traffic: 48,007 (year 2018),  Design Load: HS 25 or greater,  Features Intersected: M-39
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 22.445,  Lanes on structure: 4,  Lanes under structure: 8,  Base Highway Network: Yes (Inventory Route: 159,  Subroute: 6),  Owner: State Highway Agency,  Approaching Roadway Width: 18.2m (59.7ft),  Skew: 11 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.1m (102.0ft),  Curb-To-Curb Width: 21.4m (70.2ft),  Out-to-Out Width: 22.4m (73.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: 62.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 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: 11668,  Location: IN LINCOLN PARK (Lat: 42.242567,  Lng: -83.194825),  Route carried "on" structure: Ramp Interstate 75,  Year Built: 1966,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 13.81m (45.31ft),  Average Daily Traffic: 2,280 (year 1982),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,280 (year 1977),  Design Load: HS 25 or greater,  Features Intersected: TOLEDO DIX HWY RAMP D
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.151,  Lanes on structure: 1,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 6.8m (22.3ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 32.3m (106.0ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 67.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 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: 11669,  Location: IN LINCOLN PARK (Lat: 42.244239,  Lng: -83.194444),  Route carried "on" structure: Ramp Interstate 75,  Year Built: 1966,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 13.64m (44.75ft),  Average Daily Traffic: 2,280 (year 1982),  Average Future Daily Traffic: 7,777 (year 2020),  Design Load: HS 25 or greater,  Features Intersected: TOLEDO DIX HWY & RAMP C
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.156,  Lanes on structure: 1,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 35.9m (117.8ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 69.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 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: 11719,  Location: IN LINCOLN PARK (Lat: 42.263986,  Lng: -83.173444),  Route carried "on" structure: Interstate 75,  Year Built: 1966,  Status: Open,  Structure Length: 1.09m (3.58ft),  Average Daily Traffic: 105,506 (year 2007),  Truck Traffic: 13%,  Average Future Daily Traffic: 96,014 (year 2018),  Design Load: HS 20+Mod,  Features Intersected: ECORSE RIVER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 24.040,  Lanes on structure: 7,  Base Highway Network: Yes (Inventory Route: 159,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 33 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 47.5m (155.8ft),  Out-to-Out Width: 68.1m (223.4ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 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: Equal to 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: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 11729,  Location: IN LINCOLN PARK (Lat: 42.259306,  Lng: -83.179536),  Route carried "on" structure: City street ,  Year Built: 1966,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 2,800 (year 0000),  Truck Traffic: 3%,  Average Future Daily Traffic: 77,777 (year 2020),  Design Load: HS 20,  Features Intersected: I-75,  Facility Carried by Structure: CICOTTE AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.034,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 8.4m (27.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.3m (63.3ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 65.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 28.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.79m (19.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $224,000,  Roadway Improvement Cost: $18,000,  Total Project Cost: $209,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 11789,  Location: IN LINCOLN PARK (Lat: 42.223697,  Lng: -83.181022),  Route carried "on" structure: State highway 85,  Year Built: 2011,  Status: Open,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 18,478 (year 2007),  Truck Traffic: 27%,  Average Future Daily Traffic: 27,450 (year 2031),  Design Load: HL 93,  Features Intersected: SEXTON-KILFOIL DRAIN
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 17.860,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 159,  Subroute: 5),  Owner: State Highway Agency,  Approaching Roadway Width: 17.6m (57.7ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.2m (72.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 19.0m (62.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 58.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 38.9 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1179,  Location: IN LINCOLN PARK (Lat: 42.223736,  Lng: -83.181503),  Route carried "on" structure: State highway 85,  Year Built: 2011,  Status: Open,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 18,478 (year 2007),  Truck Traffic: 27%,  Average Future Daily Traffic: 27,450 (year 2031),  Design Load: HL 93,  Features Intersected: SEXTON-KILFOIL DRAIN
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 17.607,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 159,  Subroute: 6),  Owner: State Highway Agency,  Approaching Roadway Width: 17.6m (57.7ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.2m (72.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 19.0m (62.3ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 58.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 38.9 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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 11791,  Location: IN LINCOLN PARK (Lat: 42.261983,  Lng: -83.167494),  Route carried "on" structure: State highway 85,  Year Built: 1970,  Status: Open,  Structure Length: 1.67m (5.48ft),  Average Daily Traffic: 15,273 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 16,430 (year 2018),  Design Load: HS 20,  Features Intersected: ECORSE CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 22.139,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 159,  Subroute: 6),  Owner: State Highway Agency,  Approaching Roadway Width: 18.2m (59.7ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 16.3m (53.5ft),  Out-to-Out Width: 18.8m (61.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Poor,  Operating Rating: 55.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 33.0 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 11792,  Location: IN LINCOLN PARK (Lat: 42.261719,  Lng: -83.167208),  Route carried "on" structure: State highway 85,  Year Built: 1970,  Status: Open,  Structure Length: 1.67m (5.48ft),  Average Daily Traffic: 15,273 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 16,430 (year 2018),  Design Load: HS 20,  Features Intersected: ECORSE CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 22.363,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 159,  Subroute: 5),  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 16.3m (53.5ft),  Out-to-Out Width: 19.7m (64.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Poor,  Operating Rating: 58.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 35.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  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: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 12039,  Location: LINCOLN PK &ECORSE E/FORT (Lat: 42.245019,  Lng: -83.159517),  Route carried "on" structure: County highway 2057,  Year Built: 1924,  Year Reconstructed: 1940,  Status: Posted for load,  Structure Length: 2.34m (7.68ft),  Average Daily Traffic: 36,754 (year 1992),  Truck Traffic: 5%,  Average Future Daily Traffic: 38,592 (year 2015),  Design Load: HS 20+Mod,  Features Intersected: ECORSE CREEK,  Facility Carried by Structure: SOUTHFIELD ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.494,  Lanes on structure: 5,  Base Highway Network: Yes (Inventory Route: 471,  Subroute: 85),  Owner: County Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 11.2m (36.7ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 24.3m (79.7ft)

Condition: Deck: Poor,  Superstructure: Serious,  Substructure: Fair,  Channel: Fair,  Operating Rating: 42.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 25.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum 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 12 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 12203,  Location: LINCOLN PARK S/GODDARD (Lat: 42.224369,  Lng: -83.194292),  Route carried "on" structure: County highway 2057,  Year Built: 1958,  Status: Open,  Structure Length: 1.61m (5.28ft),  Average Daily Traffic: 39,113 (year 1991),  Truck Traffic: 7%,  Average Future Daily Traffic: 41,069 (year 2015),  Design Load: HS 20,  Features Intersected: SEXTON KILFOIL DRAIN,  Facility Carried by Structure: TOLEDO ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 7.377,  Lanes on structure: 7,  Base Highway Network: Yes (Inventory Route: 168,  Subroute: 7),  Owner: County Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 4.5m (14.8ft),  Right: 4.5m (14.8ft),  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 36.8m (120.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 48.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 29.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 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: 12205,  Location: LINCOLN PARK S/OUTER DRV (Lat: 42.269186,  Lng: -83.181519),  Route carried "on" structure: County highway 2057,  Year Built: 1930,  Year Reconstructed: 1959,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 26,547 (year 1995),  Truck Traffic: 7%,  Average Future Daily Traffic: 25,249 (year 2015),  Design Load: HS 20+Mod,  Features Intersected: ECORSE CREEK,  Facility Carried by Structure: TOLEDO ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 12.660,  Lanes on structure: 7,  Base Highway Network: Yes (Inventory Route: 168,  Subroute: 7),  Owner: County Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.4m (17.7ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 30.9m (101.4ft),  Out-to-Out Width: 30.9m (101.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 36.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: 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 24 months,  Inspection Date: November 2020

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Structure Number: 12498,  Location: IN LINCOLN PARK (Lat: 42.223328,  Lng: -83.179133),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Posted for load,  Structure Length: 1.67m (5.48ft),  Average Daily Traffic: 1,100 (year 1984),  Average Future Daily Traffic: 1,100 (year 2010),  Design Load: HS 20+Mod,  Features Intersected: S BR ECORSE RIVER,  Facility Carried by Structure: HARRISON ST
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.155,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Poor,  Superstructure: Serious,  Substructure: Satisfactory,  Channel: Serious,  Operating Rating: 30.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 18.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 1.68m (5.51ft),  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: 12499,  Location: IN LINCOLN PARK (Lat: 42.223325,  Lng: -83.168867),  Route carried "on" structure: City street ,  Year Built: 2011,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 1,100 (year 2010),  Average Future Daily Traffic: 1,360 (year 2030),  Design Load: Greater than HL93,  Features Intersected: S BR ECORSE RIVER,  Facility Carried by Structure: HARRISON ST
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.039,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.9m (65.3ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 77.4 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: 51.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 125,  Location: IN LINCOLN PARK (Lat: 42.232525,  Lng: -83.162947),  Route carried "on" structure: City street ,  Year Built: 1964,  Status: Posted for load,  Structure Length: 1.61m (5.28ft),  Average Daily Traffic: 1,000 (year 1984),  Average Future Daily Traffic: 1,000 (year 2010),  Design Load: HS 20+Mod,  Features Intersected: S BR ECORSE RIVER,  Facility Carried by Structure: EMMONS ST
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.644,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Serious,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 29.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 22.9 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 2.13m (6.99ft),  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: 12501,  Location: IN LINCOLN PARK (Lat: 42.225417,  Lng: -83.186439),  Route carried "on" structure: City street ,  Year Built: 1956,  Status: Posted for load,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 375 (year 1984),  Average Future Daily Traffic: 375 (year 2010),  Design Load: HS 20+Mod,  Features Intersected: SEXTON KILFOIL DRAIN,  Facility Carried by Structure: HOWARD STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.098,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 87.5m (287.1ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Good,  Channel: Fair,  Operating Rating: 37.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 29.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 1.49m (4.89ft),  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: 12502,  Location: IN LINCOLN PARK (Lat: 42.270647,  Lng: -83.184178),  Route carried "on" structure: City street ,  Year Built: 1948,  Year Reconstructed: 1966,  Status: Posted for load,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 450 (year 1984),  Average Future Daily Traffic: 450 (year 2010),  Design Load: HS 20+Mod,  Features Intersected: N BR ECORSE RIVER,  Facility Carried by Structure: FRANK ST
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.109,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Fair,  Superstructure: Serious,  Substructure: Good,  Channel: Serious,  Operating Rating: 29.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 22.9 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 0.85m (2.79ft),  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: 12503,  Location: IN LINCOLN PARK (Lat: 42.267275,  Lng: -83.178703),  Route carried "on" structure: City street ,  Year Built: 1948,  Year Reconstructed: 1960,  Status: Posted for load,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 600 (year 1984),  Truck Traffic: 2%,  Average Future Daily Traffic: 600 (year 2010),  Design Load: HS 20+Mod,  Features Intersected: N BR ECORSE RIVER,  Facility Carried by Structure: PORTER ST
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.711,  Lanes on structure: 2,  Owner: City or Municipal 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: 8.8m (28.9ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 37.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 29.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 1.19m (3.90ft),  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: 12504,  Location: IN LINCOLN PARK (Lat: 42.263392,  Lng: -83.172214),  Route carried "on" structure: City street ,  Year Built: 1948,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 10,422 (year 2005),  Truck Traffic: 30%,  Average Future Daily Traffic: 18,823 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: N BR ECORSE RIVER,  Facility Carried by Structure: LAFAYETTE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.592,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 71.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 43.1 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,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 12505,  Location: IN LINCOLN PARK (Lat: 42.256664,  Lng: -83.166300),  Route carried "on" structure: City street ,  Year Built: 1968,  Status: Posted for load,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 750 (year 1984),  Truck Traffic: 2%,  Average Future Daily Traffic: 750 (year 2010),  Design Load: HS 20+Mod,  Features Intersected: N BR ECORSE RIVER,  Facility Carried by Structure: AUSTIN ST
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.935,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.1m (16.7ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Serious,  Superstructure: Serious,  Substructure: Satisfactory,  Channel: Serious,  Operating Rating: 37.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 29.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 1.59m (5.22ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 11325,  Location: IN LINCOLN PARK (Lat: 42.244386,  Lng: -83.194925),  Route carried "under" structure: Ramp Interstate 75,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 12,200 (year 1978),  Features Intersected: I-75 RAMP C& NB OLD 25,  Facility Carried by Structure: CONRAIL
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.409,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 29.5m (96.8ft)

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Structure Number: 11662,  Location: IN LINCOLN PARK (Lat: 42.239447,  Lng: -83.199378),  Route carried "under" structure: Interstate 75,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 101,286 (year 2007),  Truck Traffic: 15%,  Features Intersected: I-75,  Facility Carried by Structure: LONDON MOORE RD
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 20.542,  Lanes on structure: 2,  Lanes under structure: 7,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.5m (73.8ft)

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Structure Number: 11663,  Location: IN LINCOLN PARK (Lat: 42.243808,  Lng: -83.194264),  Route carried "under" structure: Ramp Interstate 75,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 46,250 (year 1978),  Features Intersected: TOLEDO-DIX HWY & RAMP C&
Minimum Vertical Clearance: 6.07m (19.91ft),  Kilometerpoint: 0.393,  Lanes on structure: 3,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.6m (113.5ft)

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Structure Number: 11664,  Location: IN LINCOLN PARK (Lat: 42.244033,  Lng: -83.194347),  Route carried "under" structure: Ramp Interstate 75,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 46,250 (year 2000),  Features Intersected: TOLEDO-DIX HWY & RAMP C&
Minimum Vertical Clearance: 5.94m (19.49ft),  Kilometerpoint: 0.420,  Lanes on structure: 3,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.0m (114.8ft)

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Structure Number: 11665,  Location: IN LINCOLN PARK (Lat: 42.247036,  Lng: -83.191319),  Route carried "under" structure: Interstate 75,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 109,230 (year 2007),  Truck Traffic: 14%,  Features Intersected: I-75,  Facility Carried by Structure: CHAMPAIGN RD
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 21.621,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.1m (75.8ft)

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Structure Number: 11666,  Location: IN LINCOLN PARK (Lat: 42.252772,  Lng: -83.184967),  Route carried "under" structure: State highway 39,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 43,626 (year 2007),  Truck Traffic: 5%,  Features Intersected: M-39,  Facility Carried by Structure: I-75 NB
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 0.779,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.1m (102.0ft)

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Structure Number: 11667,  Location: IN LINCOLN PARK (Lat: 42.252839,  Lng: -83.185225),  Route carried "under" structure: State highway 39,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 43,626 (year 2007),  Truck Traffic: 5%,  Features Intersected: M-39,  Facility Carried by Structure: I-75 SB
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 0.801,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.1m (102.0ft)

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Structure Number: 11668,  Location: IN LINCOLN PARK (Lat: 42.242567,  Lng: -83.194825),  Route carried "under" structure: Ramp Interstate 75,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 50,500 (year 1978),  Features Intersected: TOLEDO DIX HWY RAMP D
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 0.435,  Lanes on structure: 1,  Lanes under structure: 7,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.3m (106.0ft)

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Structure Number: 11669,  Location: IN LINCOLN PARK (Lat: 42.244239,  Lng: -83.194444),  Route carried "under" structure: Ramp Interstate 75,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 50,500 (year 1978),  Features Intersected: TOLEDO DIX HWY & RAMP C
Minimum Vertical Clearance: 6.12m (20.08ft),  Kilometerpoint: 0.444,  Lanes on structure: 1,  Lanes under structure: 7,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.9m (117.8ft)

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Structure Number: 117,  Location: IN LINCOLN PARK (Lat: 42.252833,  Lng: -83.186361),  Route carried "under" structure: State highway 39,  Year Built: 1933,  Structure Length: 0. m,  Average Daily Traffic: 43,626 (year 2007),  Truck Traffic: 5%,  Features Intersected: M-39 SB,  Facility Carried by Structure: CONRAIL
Minimum Vertical Clearance: 4.40m (14.44ft),  Kilometerpoint: 0.888,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 17.9m (58.7ft)

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Structure Number: 11701,  Location: IN LINCOLN PARK (Lat: 42.253139,  Lng: -83.186222),  Route carried "under" structure: State highway 39,  Year Built: 1923,  Structure Length: 0. m,  Average Daily Traffic: 43,626 (year 2007),  Truck Traffic: 5%,  Features Intersected: M-39 NB,  Facility Carried by Structure: CONRAIL
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 0.892,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 17.9m (58.7ft)

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Structure Number: 11729,  Location: IN LINCOLN PARK (Lat: 42.259306,  Lng: -83.179536),  Route carried "under" structure: Interstate 75,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 105,506 (year 2007),  Truck Traffic: 13%,  Features Intersected: I-75,  Facility Carried by Structure: CICOTTE AVE
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 23.299,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 19.3m (63.3ft)

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Structure Number: 12204,  Location: LINCOLN PARK N/I-75 (Lat: 42.244197,  Lng: -83.195158),  Route carried "under" structure: Bypass County highway 25536,  Year Built: 1929,  Structure Length: 0. m,  Average Daily Traffic: 45,016 (year 1997),  Truck Traffic: 5%,  Features Intersected: SB TOLEDO ROAD,  Facility Carried by Structure: CONRAIL RR
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 0.491,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 27.4m (89.9ft)