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

Find on map >>   Show street view

Structure Number: 12206,  Location: DETROIT N/I-96 (Lat: 42.379814,  Lng: -83.198042),  Route carried "on" structure: County highway 2000,  Year Built: 1970,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 16.63m (54.56ft),  Average Daily Traffic: 42,086 (year 2001),  Truck Traffic: 5%,  Average Future Daily Traffic: 40,000 (year 2015),  Design Load: HS 20+Mod,  Features Intersected: CSX RR & FULLERTON RD,  Facility Carried by Structure: GREENFIELD ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.333,  Lanes on structure: 7,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 470,  Subroute: 92),  Owner: County Highway Agency,  Approaching Roadway Width: 24.7m (81.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 22.5m (73.8ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 24.7m (81.0ft),  Out-to-Out Width: 31.4m (103.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 66.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 39.9 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: High priority of replacement,  Underclear: Equal to present minimum 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: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 12214,  Location: DET&RIVRRGEN/SCHAEFER (Lat: 42.280956,  Lng: -83.128650),  Route carried "on" structure: County highway 2057,  Year Built: 1922,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 7.56m (24.80ft),  Average Daily Traffic: 10,938 (year 1999),  Truck Traffic: 7%,  Average Future Daily Traffic: 9,442 (year 2015),  Design Load: HS 20+Mod,  Features Intersected: ROUGE RIVER,  Facility Carried by Structure: JEFFERSON AVENUE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 28.422,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 430,  Subroute: 69),  Owner: County Highway Agency,  Approaching Roadway Width: 28.0m (91.9ft),  Navigation Control: Yes ( Vertical Clearance: 3.0m (9.8ft), Horizontal Clearance: 21.3m (69.9ft)),  Material/Design: Steel,  Design/Construction: Movable - Bascule,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 4,  Length of Maximum Span: 27.7m (90.9ft),  Curb or Sidewalk Widths: Left: 2.6m (8.5ft),  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Fair,  Channel: Good,  Operating Rating: 46.0 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: 35.3 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: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2021,  Critical Feature Inspection Date: June 2021,  Underwater Inspection Date: June 2018,  Deck Structure Type: Open Grating,  Wearing Surface/Protective System: Wearing Surface: Other,  Deck Protection: Cathodic Protection

Find on map >>   Show street view

Structure Number: 12343,  Location: JEFFERSON W OF ST AUBIN (Lat: 42.335847,  Lng: -83.028189),  Route carried "on" structure: City street 2000,  Year Built: 1923,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 2.89m (9.48ft),  Average Daily Traffic: 24,127 (year 2008),  Truck Traffic: 3%,  Average Future Daily Traffic: 31,900 (year 2024),  Design Load: HS 25 or greater,  Features Intersected: DEQUINDRE CUT GREENWAY,  Facility Carried by Structure: JEFFERSON AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.040,  Lanes on structure: 9,  Base Highway Network: Yes (Inventory Route: 470,  Subroute: 24),  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 27.4m (89.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.1m (92.2ft),  Curb or Sidewalk Widths: Left: 2.8m (9.2ft),  Right: 2.8m (9.2ft),  Curb-To-Curb Width: 30.2m (99.1ft),  Out-to-Out Width: 36.6m (120.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  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: 31.8 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: 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: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

Find on map >>   Show street view

Structure Number: 12344,  Location: E OF BEAUFAIT (Lat: 42.345044,  Lng: -83.006828),  Route carried "on" structure: City street 2000,  Year Built: 2016,  Status: Open,  Structure Length: 0.74m (2.43ft),  Average Daily Traffic: 24,850 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 44,880 (year 2034),  Design Load: Greater than HL93,  Features Intersected: CONRAIL (ABN),  Facility Carried by Structure: JEFFERSON AVENUE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.074,  Lanes on structure: 7,  Base Highway Network: Yes (Inventory Route: 470,  Subroute: 24),  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 27.4m (89.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 3.3m (10.8ft),  Right: 3.3m (10.8ft),  Curb-To-Curb Width: 27.4m (89.9ft),  Out-to-Out Width: 34.5m (113.2ft)

Condition: Culverts: Very good,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 38.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

Find on map >>   Show street view

Structure Number: 12345,  Location: MT ELLIOTT - MOUND RD (Lat: 42.404322,  Lng: -83.038067),  Route carried "on" structure: City street 2000,  Year Built: 1969,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 48.02m (157.55ft),  Average Daily Traffic: 12,856 (year 2008),  Truck Traffic: 5%,  Average Future Daily Traffic: 35,058 (year 2021),  Design Load: HS 20+Mod,  Features Intersected: GTW RR AND CANIFF,  Facility Carried by Structure: MT ELLIOTT - MOUND
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.682,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 470,  Subroute: 16),  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 39 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 16,  Length of Maximum Span: 37.8m (124.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 69.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 41.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 48.02m (157.55ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Critical Feature Inspection Date: July 2020,  Bridge Improvement Cost: $9,358,000,  Roadway Improvement Cost: $300,000,  Total Project Cost: $9,658,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 12347,  Location: FORT ST (Lat: 42.284664,  Lng: -83.148206),  Route carried "on" structure: State highway 85,  Year Built: 2010,  Status: Open,  Structure Length: 11.99m (39.34ft),  Average Daily Traffic: 5,981 (year 2007),  Truck Traffic: 12%,  Average Future Daily Traffic: 8,000 (year 2028),  Design Load: Greater than HL93,  Features Intersected: NORFOLK WESTERN RR
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.827,  Lanes on structure: 6,  Base Highway Network: Yes (Inventory Route: 470,  Subroute: 47),  Owner: State Highway Agency,  Approaching Roadway Width: 24.3m (79.7ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 46.7m (153.2ft),  Curb or Sidewalk Widths: Left: 4.3m (14.1ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 32.3m (106.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 64.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.8 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,  Underclear: 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,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 12363,  Location: LAFAYETTE AT TWELFTH ST (Lat: 42.323492,  Lng: -83.066914),  Route carried "on" structure: Alternate City street 2000,  Year Built: 1984,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 3.82m (12.53ft),  Average Daily Traffic: 3,500 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 4,025 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: CONRAIL,  Facility Carried by Structure: LAFAYETTE STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.896,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 22.8m (74.8ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 17.4m (57.1ft),  Out-to-Out Width: 24.1m (79.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 56.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 1237,  Location: TWELFTH ST N OF LAFAYETTE (Lat: 42.323669,  Lng: -83.067378),  Route carried "on" structure: City street 2000,  Year Built: 1984,  Status: Open,  Structure Length: 4.90m (16.08ft),  Average Daily Traffic: 8,000 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 9,200 (year 2035),  Design Load: HS 20,  Features Intersected: CONRAIL,  Facility Carried by Structure: TWELFTH STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.270,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 28.0m (91.9ft),  Skew: 34 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.5m (96.8ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 27.7m (90.9ft),  Out-to-Out Width: 34.7m (113.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 72.3 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: Equal 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: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 1238,  Location: W OF ST AUBIN (Lat: 42.336572,  Lng: -83.028678),  Route carried "on" structure: Alternate City street 2000,  Year Built: 1923,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 2.51m (8.23ft),  Average Daily Traffic: 15,014 (year 2009),  Truck Traffic: 5%,  Average Future Daily Traffic: 27,117 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: DEQUINDRE CUT GREENWAY,  Facility Carried by Structure: LARNED STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.681,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 27.4m (89.9ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.6m (31.5ft),  Curb or Sidewalk Widths: Left: 3.3m (10.8ft),  Right: 3.3m (10.8ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 34.7m (113.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 63.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present 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: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 12381,  Location: W OF ST AUBIN (Lat: 42.338914,  Lng: -83.030272),  Route carried "on" structure: Alternate City street 2000,  Year Built: 1924,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 13,709 (year 2009),  Truck Traffic: 5%,  Average Future Daily Traffic: 24,759 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: DEQUINDRE CUT GREENWAY,  Facility Carried by Structure: LAFAYETTE STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.313,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 27.4m (89.9ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.1m (33.1ft),  Curb or Sidewalk Widths: Left: 3.3m (10.8ft),  Right: 3.3m (10.8ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 34.7m (113.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 61.6 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: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 12391,  Location: W OF ST AUBIN (Lat: 42.376936,  Lng: -83.055217),  Route carried "on" structure: City street 2000,  Year Built: 1973,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 14.87m (48.79ft),  Average Daily Traffic: 3,729 (year 2005),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,710 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: GTW RR & RIVARD ST,  Facility Carried by Structure: E GRAND BOULEVARD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 7.825,  Lanes on structure: 6,  Lanes under structure: 7,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 41.4m (135.8ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 29.9m (98.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 22.0m (72.2ft),  Out-to-Out Width: 27.1m (88.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 33.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 12392,  Location: DETROIT RIV AT BELLE ISLE (Lat: 42.340078,  Lng: -82.996661),  Route carried "on" structure: State highway 700,  Year Built: 1929,  Year Reconstructed: 1998,  Status: Posted for load,  Structure Length: 66.86m (219.36ft),  Average Daily Traffic: 5,450 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,025 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: DETROIT RIVER,  Facility Carried by Structure: BELLE ISLE TRAFFIC
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.267,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 18.7m (61.4ft),  Material/Design: Concrete,  Number Of Spans In Main Unit: 19,  Number Of Approach Spans: 1,  Length of Maximum Span: 41.1m (134.8ft),  Curb or Sidewalk Widths: Left: 3.1m (10.2ft),  Right: 3.1m (10.2ft),  Curb-To-Curb Width: 18.7m (61.4ft),  Out-to-Out Width: 26.8m (87.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2021,  Underwater Inspection Date: September 2019,  Bridge Improvement Cost: $63,852,000,  Roadway Improvement Cost: $461,000,  Total Project Cost: $64,313,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 12393,  Location: WEST OF FOURTEENTH ST (Lat: 42.326439,  Lng: -83.074672),  Route carried "on" structure: Alternate City street 2000,  Year Built: 1978,  Status: Open,  Structure Length: 8.47m (27.79ft),  Average Daily Traffic: 3,539 (year 2008),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,476 (year 2023),  Design Load: HS 20,  Features Intersected: CONRAIL,  Facility Carried by Structure: BAGLEY
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.639,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.3m (83.0ft),  Curb or Sidewalk Widths: Left: 3.2m (10.5ft),  Right: 3.2m (10.5ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 23.7m (77.8ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 74.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 44.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 12426,  Location: BETWEEN ALTER AND ASHLAND (Lat: 42.364861,  Lng: -82.933117),  Route carried "on" structure: ServiceCity street ,  Year Built: 2004,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 1,536 (year 2005),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,765 (year 2025),  Design Load: HS 20,  Features Intersected: FOX CREEK,  Facility Carried by Structure: KORTE AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.082,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.6m (34.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 33.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 33.0 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.13m (3.71ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: December 2021,  Underwater Inspection Date: November 2021,  Bridge Improvement Cost: $284,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $426,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 12427,  Location: BETWN ORLEANS & ST AUBIN (Lat: 42.344725,  Lng: -83.034150),  Route carried "on" structure: City street ,  Year Built: 1929,  Status: Posted for load,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 1,398 (year 2008),  Average Future Daily Traffic: 5,909 (year 2023),  Design Load: H 15,  Features Intersected: DEQUINDRE CUT GREENWAY,  Facility Carried by Structure: CHESTNUT
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.101,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 2.5m (8.2ft),  Right: 2.5m (8.2ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Deck: Serious,  Superstructure: Poor,  Substructure: Serious,  Operating Rating: 64.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 38.6 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: High priority of corrective action,  Deck Geometry: Somewhat better than minimum adequacy,  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: 30.0 - 39.9% below),  Designated Inspection Frequency: Every 12 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 12428,  Location: BETWN ORLEANS & ST AUBIN (Lat: 42.345422,  Lng: -83.034597),  Route carried "on" structure: City street ,  Year Built: 2007,  Status: Open,  Structure Length: 2.76m (9.06ft),  Average Daily Traffic: 1,433 (year 1997),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,545 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: DEQUINDRE CUT GREENWAY,  Facility Carried by Structure: ANTIETAM AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.025,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 13.8m (45.3ft),  Curb or Sidewalk Widths: Left: 2.6m (8.5ft),  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Culverts: Very good,  Operating Rating: 57.3 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: 34.3 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,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

Find on map >>   Show street view

Structure Number: 12442,  Location: ROUGE PARK (Lat: 42.352325,  Lng: -83.251983),  Route carried "on" structure: City street ,  Year Built: 1930,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 2,558 (year 2008),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,218 (year 2023),  Design Load: HS 20+Mod,  Features Intersected: ROUGE RIVER,  Facility Carried by Structure: TIREMAN AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.245,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.0 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 12443,  Location: ROUGE PARK (Lat: 42.371694,  Lng: -83.255483),  Route carried "on" structure: City street ,  Year Built: 1959,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 3.62m (11.88ft),  Average Daily Traffic: 9,565 (year 2005),  Truck Traffic: 5%,  Average Future Daily Traffic: 17,215 (year 2025),  Design Load: HS 25 or greater,  Features Intersected: ROUGE RIVER,  Facility Carried by Structure: PLYMOUTH ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 24.642,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 27.1m (88.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 27.1m (88.9ft),  Out-to-Out Width: 33.6m (110.2ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 33.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 33.0 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 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 12446,  Location: BETWN ORLEANS & ST AUBIN (Lat: 42.348125,  Lng: -83.036411),  Route carried "on" structure: City street ,  Year Built: 2014,  Status: Open,  Structure Length: 2.09m (6.86ft),  Average Daily Traffic: 335 (year 2008),  Average Future Daily Traffic: 1,195 (year 2023),  Design Load: Greater than HL93,  Features Intersected: DEQUINDRE CUT PATHWAY,  Facility Carried by Structure: ADELAIDE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.386,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Culverts: Very good,  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: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

Find on map >>   Show street view

Structure Number: 12448,  Location: SOUTH OF JEFFERSON (Lat: 42.373425,  Lng: -82.939444),  Route carried "on" structure: ServiceCity street ,  Year Built: 2006,  Status: Open,  Structure Length: 1.29m (4.23ft),  Average Daily Traffic: 594 (year 2008),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,697 (year 2021),  Features Intersected: FOX CREEK,  Facility Carried by Structure: ASHLAND AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.490,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.9m (39.0ft),  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: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2020,  Underwater Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 12449,  Location: BELLE ISLE (Lat: 42.338103,  Lng: -82.996833),  Route carried "on" structure: State highway 704,  Year Built: 1947,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 1,157 (year 2005),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,085 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: CANOE STREAM,  Facility Carried by Structure: SUNSET DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.206,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 16.4m (53.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 51.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.22m (4.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $250,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $295,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 12453,  Location: BELLE ISLE (Lat: 42.336658,  Lng: -82.994608),  Route carried "on" structure: State highway 701,  Year Built: 1947,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 1.67m (5.48ft),  Average Daily Traffic: 469 (year 2005),  Average Future Daily Traffic: 2,128 (year 2021),  Design Load: HS 20+Mod,  Features Intersected: CANOE STREAM,  Facility Carried by Structure: CENTRAL AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.068,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 24.1m (79.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 3.8m (12.5ft),  Right: 3.8m (12.5ft),  Curb-To-Curb Width: 14.9m (48.9ft),  Out-to-Out Width: 22.5m (73.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 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: Better than present minimum criteria,  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: Integral Concrete

Find on map >>   Show street view

Structure Number: 12454,  Location: BELLE ISLE (Lat: 42.343003,  Lng: -82.976264),  Route carried "on" structure: State highway 701,  Year Built: 1913,  Status: Posted for load,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 235 (year 2005),  Truck Traffic: 1%,  Average Future Daily Traffic: 423 (year 2025),  Design Load: HS 20,  Features Intersected: CANOE STREAM,  Facility Carried by Structure: CENTRAL AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.737,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 20.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 12.0 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable 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: 1.52m (4.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $460,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $475,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 12455,  Location: BELLE ISLE (Lat: 42.335722,  Lng: -82.984272),  Route carried "on" structure: State highway 708,  Year Built: 1999,  Status: Open,  Structure Length: 1.36m (4.46ft),  Average Daily Traffic: 308 (year 2005),  Truck Traffic: 3%,  Average Future Daily Traffic: 554 (year 2025),  Design Load: HS 20,  Features Intersected: NASHUA CANAL,  Facility Carried by Structure: INSELRUHE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.029,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.6m (44.6ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 88.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 52.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  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: Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 12456,  Location: CANAL AT RIVERSIDE AVE (Lat: 42.359181,  Lng: -82.932558),  Route carried "on" structure: City street ,  Year Built: 2001,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 148 (year 2003),  Truck Traffic: 3%,  Average Future Daily Traffic: 220 (year 2023),  Design Load: HS 20,  Features Intersected: CANAL,  Facility Carried by Structure: RIVERSIDE AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.233,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.5m (41.0ft),  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: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 61.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 36.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 12457,  Location: AT END OF ALTER ROAD (Lat: 42.360133,  Lng: -82.930014),  Route carried "on" structure: City street ,  Year Built: 1991,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 473 (year 2008),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,400 (year 2008),  Design Load: HS 20,  Features Intersected: FOX CREEK,  Facility Carried by Structure: RIVERSIDE AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.470,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 76.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 45.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2020,  Underwater Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 12458,  Location: ROUGE PARK (Lat: 42.368822,  Lng: -83.254225),  Route carried "on" structure: City street ,  Year Built: 1930,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 2.53m (8.30ft),  Average Daily Traffic: 1,317 (year 2008),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,581 (year 2023),  Design Load: HS 20,  Features Intersected: ROUGE RIVER,  Facility Carried by Structure: SPINOZA DRIVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.172,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.0 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 12464,  Location: S OF JEFFERSON AVENUE (Lat: 42.324633,  Lng: -83.057439),  Route carried "on" structure: ServiceCity street ,  Year Built: 1984,  Status: Open,  Structure Length: 12.19m (39.99ft),  Average Daily Traffic: 1,136 (year 2008),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,435 (year 2023),  Design Load: HS 20,  Features Intersected: JEFFERSON AVE,  Facility Carried by Structure: SIXTH ST
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 30.7m (100.7ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 0.0m,  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Operating Rating: 77.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 46.7 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: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 12467,  Location: BETW. ORLEANS-ST. AUBIN (Lat: 42.348822,  Lng: -83.036844),  Route carried "on" structure: City street ,  Year Built: 2014,  Status: Open,  Structure Length: 2.09m (6.86ft),  Average Daily Traffic: 335 (year 2008),  Average Future Daily Traffic: 700 (year 2023),  Design Load: Greater than HL93,  Features Intersected: DEQUINDRE CUT PATHWAY,  Facility Carried by Structure: DIVISION
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.388,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Culverts: Very good,  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: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

Find on map >>   Show street view

Structure Number: 1247,  Location: HARBOR ISLAND (Lat: 42.359550,  Lng: -82.936628),  Route carried "on" structure: ServiceCity street ,  Year Built: 1984,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 313 (year 2008),  Average Future Daily Traffic: 612 (year 2023),  Design Load: HS 20,  Features Intersected: CANAL,  Facility Carried by Structure: HARBOR AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.052,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 88.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 53.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: December 2021,  Underwater Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 12474,  Location: BETWN CONNER AND ST JEAN (Lat: 42.382306,  Lng: -82.973206),  Route carried "on" structure: ServiceCity street ,  Year Built: 1989,  Status: Open,  Structure Length: 15.22m (49.93ft),  Average Daily Traffic: 9,682 (year 2008),  Truck Traffic: 3%,  Average Future Daily Traffic: 27,385 (year 2023),  Design Load: HS 20,  Features Intersected: CONRAIL,  Facility Carried by Structure: MACK AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.549,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.6m (70.9ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 36.6m (120.1ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 0.0m,  Curb-To-Curb Width: 21.6m (70.9ft),  Out-to-Out Width: 25.5m (83.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 93.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 55.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 12475,  Location: NORTH OF RIVERSIDE (Lat: 42.360858,  Lng: -82.930453),  Route carried "on" structure: ServiceCity street ,  Year Built: 1981,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 116 (year 2008),  Average Future Daily Traffic: 520 (year 2023),  Design Load: H 20,  Features Intersected: FOX CREEK,  Facility Carried by Structure: KLENK AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.014,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.5m (14.8ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 62.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 37.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: 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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2020,  Underwater Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 12482,  Location: BELLE ISLE (Lat: 42.334764,  Lng: -82.986956),  Route carried "on" structure: State highway 706,  Year Built: 1901,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 935 (year 2003),  Average Future Daily Traffic: 1,390 (year 2023),  Design Load: HS 20+Mod,  Features Intersected: CANOE STREAM,  Facility Carried by Structure: PICNIC WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 2,  Owner: State 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: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 78.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 47.0 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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.91m (2.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $180,000,  Roadway Improvement Cost: $18,000,  Total Project Cost: $212,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

Find on map >>   Show street view

Structure Number: 12483,  Location: RIDGE S OF MCNICHOLS (Lat: 42.413267,  Lng: -83.269867),  Route carried "on" structure: City street ,  Year Built: 2009,  Status: Open,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 612 (year 2008),  Average Future Daily Traffic: 495 (year 2023),  Design Load: HS 20+Mod,  Features Intersected: ROUGE RIVER,  Facility Carried by Structure: RIDGE RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.375,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  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: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 71.3 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: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 12492,  Location: BELLE ISLE (Lat: 42.340411,  Lng: -82.979953),  Route carried "on" structure: State highway 705,  Year Built: 1913,  Year Reconstructed: 1960,  Status: Posted for load,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 316 (year 2005),  Truck Traffic: 1%,  Average Future Daily Traffic: 570 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: CANOE STREAM,  Facility Carried by Structure: VISTA AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.035,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 80.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 48.0 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: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 12493,  Location: BETWN ORLEANS & ST AUBIN (Lat: 42.350786,  Lng: -83.038186),  Route carried "on" structure: City street ,  Year Built: 2015,  Status: Open,  Structure Length: 2.09m (6.86ft),  Average Daily Traffic: 3,532 (year 2008),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,771 (year 2023),  Design Load: Greater than HL93,  Features Intersected: DEQUINDRE CUT PATHWAY,  Facility Carried by Structure: WILKINS
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.215,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 4.0m (13.1ft),  Right: 4.0m (13.1ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Culverts: Very good,  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: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

Find on map >>   Show street view

Structure Number: 12494,  Location: BELLE ISLE (Lat: 42.339947,  Lng: -82.968686),  Route carried "on" structure: State highway 710,  Year Built: 1901,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 296 (year 2005),  Average Future Daily Traffic: 533 (year 2025),  Design Load: HL 93,  Features Intersected: CANOE STREAM,  Facility Carried by Structure: WOODSIDE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.143,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.0m (32.8ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 94.3 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: 72.9 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: 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: Monolithic Concrete