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

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Structure Number: 11832,  Location: IN DETROIT (Lat: 42.369036,  Lng: -83.058447),  Route carried "on" structure: Ramp Interstate 75,  Year Built: 1962,  Status: Open,  Structure Length: 5.88m (19.29ft),  Average Daily Traffic: 10,110 (year 1982),  Truck Traffic: 3%,  Average Future Daily Traffic: 10,110 (year 1977),  Design Load: HS 20+Mod,  Features Intersected: I-75 SB
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.074,  Lanes on structure: 1,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 94.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 56.4 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: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $21,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 11833,  Location: IN DETROIT (Lat: 42.369403,  Lng: -83.056303),  Route carried "on" structure: Ramp Interstate 75,  Year Built: 1962,  Status: Open,  Structure Length: 10.97m (35.99ft),  Average Daily Traffic: 10,110 (year 1982),  Truck Traffic: 3%,  Average Future Daily Traffic: 10,110 (year 1977),  Design Load: HS 20+Mod,  Features Intersected: I-94 RELIEF
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.991,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 23.4m (76.8ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 43.4 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 11838,  Location: IN DETROIT (Lat: 42.414975,  Lng: -83.084964),  Route carried "on" structure: Interstate 75,  Year Built: 1969,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 6.71m (22.01ft),  Average Daily Traffic: 174,074 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 183,398 (year 2018),  Design Load: HS 20+Mod,  Features Intersected: CONRAIL RR
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 10.868,  Lanes on structure: 10,  Base Highway Network: Yes (Inventory Route: 157,  Subroute: 6),  Owner: State Highway Agency,  Approaching Roadway Width: 50.0m (164.0ft),  Skew: 39 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.5m (60.7ft),  Curb-To-Curb Width: 50.8m (166.7ft),  Out-to-Out Width: 52.9m (173.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 26.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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: 11839,  Location: IN DETROIT (Lat: 42.407592,  Lng: -83.080822),  Route carried "on" structure: Ramp State highway 14,  Year Built: 1971,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 6.71m (22.01ft),  Average Daily Traffic: 22,520 (year 1982),  Truck Traffic: 3%,  Average Future Daily Traffic: 22,520 (year 1977),  Design Load: HS 20+Mod,  Features Intersected: GTW RR,  Facility Carried by Structure: M-8 E-S RAMP
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.613,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.9m (94.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 5.1m (16.7ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 86.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 51.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1184,  Location: IN DETROIT (Lat: 42.409269,  Lng: -83.079750),  Route carried "on" structure: ServiceState highway 8,  Year Built: 1971,  Year Reconstructed: 2021,  Status: Open,  Structure Length: 32.65m (107.12ft),  Average Daily Traffic: 5,930 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 6,295 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: GTWRR,I-75&DAVISON(M-8),  Facility Carried by Structure: DAVISON TO I-75 RP
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.315,  Lanes on structure: 1,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 56.7m (186.0ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Excellent,  Superstructure: Very good,  Substructure: Fair,  Operating Rating: 70.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 41.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  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: 11842,  Location: IN DETROIT (Lat: 42.373839,  Lng: -83.059706),  Route carried "on" structure: City street 2000,  Year Built: 2021,  Status: Open,  Structure Length: 5.34m (17.52ft),  Average Daily Traffic: 1,925 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,150 (year 2040),  Design Load: Greater than HL93,  Features Intersected: I-75,  Facility Carried by Structure: MILWAUKEE AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.136,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.0m (88.6ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 18.4m (60.4ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 55.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 43.1 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: Superior to present desirable criteria,  Deck Geometry: Equal to 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: April 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: 11843,  Location: IN DETROIT (Lat: 42.374397,  Lng: -83.059956),  Route carried "on" structure: City street 2000,  Year Built: 1968,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 4.64m (15.22ft),  Average Daily Traffic: 15,700 (year 0000),  Truck Traffic: 3%,  Average Future Daily Traffic: 7,780 (year 2028),  Design Load: HS 20,  Features Intersected: I-75,  Facility Carried by Structure: E GRAND BLVD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 7.379,  Lanes on structure: 6,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 36 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 23.2m (76.1ft),  Curb or Sidewalk Widths: Left: 3.3m (10.8ft),  Right: 3.3m (10.8ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 33.5m (109.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 81.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 48.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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: 11844,  Location: IN DETROIT (Lat: 42.378375,  Lng: -83.062606),  Route carried "on" structure: City street ,  Year Built: 1969,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 6.23m (20.44ft),  Average Daily Traffic: 7,460 (year 1978),  Truck Traffic: 3%,  Average Future Daily Traffic: 6,560 (year 2028),  Design Load: HS 20,  Features Intersected: I-75,  Facility Carried by Structure: CLAY AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.365,  Lanes on structure: 6,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 25.2m (82.7ft),  Out-to-Out Width: 32.0m (105.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 60.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 36.3 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: 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: April 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: 11845,  Location: IN DETROIT (Lat: 42.386572,  Lng: -83.068094),  Route carried "on" structure: City street 2000,  Year Built: 1969,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 4.77m (15.65ft),  Average Daily Traffic: 8,643 (year 2010),  Truck Traffic: 3%,  Average Future Daily Traffic: 9,507 (year 2025),  Design Load: HS 20,  Features Intersected: I-75,  Facility Carried by Structure: HOLBROOK AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.201,  Lanes on structure: 5,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Skew: 31 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 23.9m (78.4ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 22.9m (75.1ft),  Out-to-Out Width: 30.7m (100.7ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 63.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 11846,  Location: IN DETROIT (Lat: 42.431700,  Lng: -83.094800),  Route carried "on" structure: Ramp City street 2000,  Year Built: 2003,  Status: Open,  Structure Length: 6.60m (21.65ft),  Average Daily Traffic: 5,000 (year 2007),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,500 (year 2022),  Design Load: HS 20+Mod,  Features Intersected: I-75,  Facility Carried by Structure: 7 MI RD NB LEFT TU
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.063,  Lanes on structure: 1,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 5.4m (17.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 6.3m (20.7ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 57.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 34.3 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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: 11847,  Location: IN DETROIT (Lat: 42.432483,  Lng: -83.094650),  Route carried "on" structure: City street 2000,  Year Built: 1967,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 6.70m (21.98ft),  Average Daily Traffic: 16,738 (year 2010),  Average Future Daily Traffic: 18,412 (year 2025),  Design Load: HS 20,  Features Intersected: I-75,  Facility Carried by Structure: 7 MI RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 27.862,  Lanes on structure: 4,  Lanes under structure: 8,  Base Highway Network: Yes (Inventory Route: 170,  Subroute: 6),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  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: 14.6m (47.9ft),  Out-to-Out Width: 21.4m (70.2ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 40.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  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: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 11848,  Location: IN DETROIT (Lat: 42.433400,  Lng: -83.095000),  Route carried "on" structure: Ramp City street 2000,  Year Built: 1967,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 6.59m (21.62ft),  Average Daily Traffic: 4,900 (year 2007),  Average Future Daily Traffic: 5,390 (year 2022),  Design Load: HS 20+Mod,  Features Intersected: I-75,  Facility Carried by Structure: 7 MI RD SB LFT TRN
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.056,  Lanes on structure: 1,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 5.4m (17.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.4m (73.5ft),  Curb-To-Curb Width: 6.3m (20.7ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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: 11849,  Location: IN DETROIT (Lat: 42.439756,  Lng: -83.094775),  Route carried "on" structure: City street 2000,  Year Built: 1967,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 6.88m (22.57ft),  Average Daily Traffic: 8,120 (year 2010),  Truck Traffic: 6%,  Average Future Daily Traffic: 8,932 (year 2025),  Design Load: HS 20,  Features Intersected: I-75,  Facility Carried by Structure: STATE FAIR AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.081,  Lanes on structure: 4,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 28.1m (92.2ft),  Curb or Sidewalk Widths: Left: 2.6m (8.5ft),  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 15.6m (51.2ft),  Out-to-Out Width: 21.5m (70.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 86.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 51.5 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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: 1185,  Location: IN DETROIT OVER I-75 SERV (Lat: 42.446814,  Lng: -83.094347),  Route carried "on" structure: State highway 102,  Year Built: 1969,  Status: Temporarily open,  Structure Length: 32.56m (106.82ft),  Average Daily Traffic: 60,400 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 69,460 (year 2033),  Design Load: HS 20,  Features Intersected: I-75
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 18.642,  Lanes on structure: 6,  Lanes under structure: 14,  Base Highway Network: Yes (Inventory Route: 181,  Subroute: 6),  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 41.1m (134.8ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.0m,  Curb-To-Curb Width: 25.0m (82.0ft),  Out-to-Out Width: 28.2m (92.5ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Poor,  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: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: March 2021,  Other Special Inspection Date: September 2021,  Bridge Improvement Cost: $362,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 11851,  Location: IN DETROIT (Lat: 42.446639,  Lng: -83.094678),  Route carried "on" structure: Ramp State highway 102,  Year Built: 1969,  Status: Open,  Structure Length: 3.88m (12.73ft),  Average Daily Traffic: 19,240 (year 1982),  Average Future Daily Traffic: 22,126 (year 2002),  Design Load: HS 20,  Features Intersected: I-75
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.481,  Lanes on structure: 3,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 19.4m (63.6ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Satisfactory,  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: 39.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: 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: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 11852,  Location: IN DETROIT (Lat: 42.447100,  Lng: -83.094700),  Route carried "on" structure: Ramp State highway 102,  Year Built: 1969,  Status: Open,  Structure Length: 3.87m (12.70ft),  Average Daily Traffic: 14,430 (year 1982),  Average Future Daily Traffic: 14,430 (year 1977),  Design Load: HS 20,  Features Intersected: I-75
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.567,  Lanes on structure: 3,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 19.5m (64.0ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 0.0m,  Curb-To-Curb Width: 12.7m (41.7ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 77.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 46.7 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: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 11857,  Location: IN DETROIT OVER MODERN AV (Lat: 42.413878,  Lng: -83.083847),  Route carried "on" structure: Interstate 75,  Year Built: 1969,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 4.09m (13.42ft),  Average Daily Traffic: 174,074 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 216,266 (year 2015),  Design Load: HS 20+Mod,  Features Intersected: MODERN AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 10.715,  Lanes on structure: 10,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 157,  Subroute: 6),  Owner: State Highway Agency,  Approaching Roadway Width: 51.2m (168.0ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.5m (47.6ft),  Curb-To-Curb Width: 52.1m (170.9ft),  Out-to-Out Width: 52.9m (173.6ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 71.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 42.4 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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: 11858,  Location: IN DETROIT OVER MCNICHOLS (Lat: 42.418100,  Lng: -83.087633),  Route carried "on" structure: Interstate 75,  Year Built: 1969,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 6.85m (22.47ft),  Average Daily Traffic: 174,074 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 200,500 (year 2022),  Design Load: HS 20+Mod,  Features Intersected: MCNICHOLS RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 11.298,  Lanes on structure: 8,  Lanes under structure: 8,  Base Highway Network: Yes (Inventory Route: 157,  Subroute: 6),  Owner: State Highway Agency,  Approaching Roadway Width: 45.1m (148.0ft),  Skew: 32 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 43.5m (142.7ft),  Out-to-Out Width: 45.5m (149.3ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 61.9 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: 38.9 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: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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: 11859,  Location: IN DETROIT (Lat: 42.424914,  Lng: -83.093178),  Route carried "on" structure: City street 2000,  Year Built: 1969,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 7.34m (24.08ft),  Average Daily Traffic: 7,418 (year 2010),  Average Future Daily Traffic: 8,160 (year 2025),  Design Load: HS 20,  Features Intersected: I-75,  Facility Carried by Structure: NEVADA AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.371,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 21.4m (70.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 75.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 45.0 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 22 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

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Structure Number: 1186,  Location: IN DETROIT (Lat: 42.425972,  Lng: -83.093825),  Route carried "on" structure: City street 2000,  Year Built: 1967,  Status: Open,  Structure Length: 6.03m (19.78ft),  Average Daily Traffic: 6,200 (year 1988),  Truck Traffic: 3%,  Average Future Daily Traffic: 7,130 (year 2008),  Design Load: HS 20,  Features Intersected: I-75,  Facility Carried by Structure: SAVANNAH AVENUE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 6.409,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.7m (104.0ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 22 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 11861,  Location: IN DETROIT (Lat: 42.444392,  Lng: -83.094742),  Route carried "on" structure: Ramp Interstate 75,  Year Built: 1967,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 7.01m (23.00ft),  Average Daily Traffic: 5,740 (year 1982),  Truck Traffic: 3%,  Average Future Daily Traffic: 6,601 (year 2002),  Design Load: HS 20,  Features Intersected: I-75
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.061,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 80.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 48.3 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: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 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: 11862,  Location: IN DETROIT (Lat: 42.394642,  Lng: -83.068228),  Route carried "on" structure: Ramp City street 2000,  Year Built: 1969,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 800 (year 1988),  Truck Traffic: 3%,  Average Future Daily Traffic: 980 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: I-75,  Facility Carried by Structure: DEQUINDRE U-TURN
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.053,  Lanes on structure: 1,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 4.8m (15.7ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 23.8m (78.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 6.0m (19.7ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 81.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 48.6 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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: 11863,  Location: IN DETROIT (Lat: 42.406242,  Lng: -83.075233),  Route carried "on" structure: City street ,  Year Built: 1969,  Year Reconstructed: 2021,  Status: Open,  Structure Length: 5.57m (18.27ft),  Average Daily Traffic: 6,700 (year 1988),  Truck Traffic: 3%,  Average Future Daily Traffic: 7,705 (year 2008),  Design Load: HS 20,  Features Intersected: I-75,  Facility Carried by Structure: MEADE ST
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.052,  Lanes on structure: 2,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.0m (91.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Excellent,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 70.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 41.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  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: 11864,  Location: IN DETROIT OVER RAMP C TO (Lat: 42.407581,  Lng: -83.077944),  Route carried "on" structure: Interstate 75,  Year Built: 1969,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 159,874 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 160,728 (year 2018),  Design Load: HS 20+Mod,  Features Intersected: RAMP TO DAVISON(M-8)
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 9.862,  Lanes on structure: 8,  Lanes under structure: 1,  Base Highway Network: Yes (Inventory Route: 157,  Subroute: 6),  Owner: State Highway Agency,  Approaching Roadway Width: 45.1m (148.0ft),  Skew: 39 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 42.7m (140.1ft),  Out-to-Out Width: 45.1m (148.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 68.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 41.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to 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 22 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 11865,  Location: IN DETROIT OVER RAMP C TO (Lat: 42.408550,  Lng: -83.076794),  Route carried "on" structure: City street 2000,  Year Built: 1969,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 1.67m (5.48ft),  Average Daily Traffic: 19,800 (year 1988),  Truck Traffic: 3%,  Average Future Daily Traffic: 22,770 (year 2008),  Design Load: HS 20,  Features Intersected: I-75 RAMP TO DAVISON,  Facility Carried by Structure: DEQUINDRE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.805,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 158,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.7m (54.8ft),  Curb or Sidewalk Widths: Left: 2.9m (9.5ft),  Right: 3.3m (10.8ft),  Curb-To-Curb Width: 14.5m (47.6ft),  Out-to-Out Width: 21.8m (71.5ft)

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: 61.6 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: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 11866,  Location: IN DETROIT OVER RAMP C (Lat: 42.408847,  Lng: -83.076528),  Route carried "on" structure: ServiceState highway 14,  Year Built: 1969,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 3.01m (9.88ft),  Average Daily Traffic: 4,360 (year 1982),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,014 (year 2002),  Design Load: HS 20,  Features Intersected: I-75 RAMP C,  Facility Carried by Structure: DAVISON S SERV RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.532,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 6 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.1m (98.8ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 74.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 44.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 11867,  Location: IN DETROIT (Lat: 42.408644,  Lng: -83.079083),  Route carried "on" structure: Interstate 75,  Year Built: 1969,  Status: Temporarily open,  Structure Length: 7.95m (26.08ft),  Average Daily Traffic: 159,874 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 160,728 (year 2018),  Design Load: HS 20+Mod,  Features Intersected: M-8 DAVISON & SERVIC RDS
Minimum Vertical Clearance: 4.26m (13.98ft),  Kilometerpoint: 10.031,  Lanes on structure: 9,  Lanes under structure: 8,  Base Highway Network: Yes (Inventory Route: 157,  Subroute: 6),  Owner: State Highway Agency,  Approaching Roadway Width: 45.1m (148.0ft),  Skew: 31 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.5m (64.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 63.9m (209.6ft),  Out-to-Out Width: 64.9m (212.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 15 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $205,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 11868,  Location: IN DETROIT OVER I-75 RAMP (Lat: 42.408536,  Lng: -83.079567),  Route carried "on" structure: Ramp Interstate 75,  Year Built: 1969,  Status: Open,  Structure Length: 20.09m (65.91ft),  Average Daily Traffic: 17,730 (year 1982),  Truck Traffic: 3%,  Average Future Daily Traffic: 17,730 (year 1977),  Design Load: HS 20+Mod,  Features Intersected: I-75,  Facility Carried by Structure: DAVISON RAMP(M-8)
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.161,  Lanes on structure: 1,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 41.4m (135.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 87.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 52.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  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 15 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 11869,  Location: IN DETROIT (Lat: 42.409186,  Lng: -83.077222),  Route carried "on" structure: City street 2000,  Year Built: 1969,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 6.09m (19.98ft),  Average Daily Traffic: 23,900 (year 1978),  Truck Traffic: 3%,  Average Future Daily Traffic: 16,150 (year 2020),  Design Load: HS 20,  Features Intersected: M-8 DAVISON,  Facility Carried by Structure: DEQUINDRE AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.884,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.1m (62.7ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 21.6m (70.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 57.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 34.0 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: 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: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1187,  Location: IN DETROIT OVER N-W RAMPT (Lat: 42.410083,  Lng: -83.080419),  Route carried "on" structure: Interstate 75,  Year Built: 1969,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 174,074 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 183,398 (year 2018),  Design Load: HS 20+Mod,  Features Intersected: RAMP D TO DAVISON(M-8)
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 10.208,  Lanes on structure: 7,  Lanes under structure: 1,  Base Highway Network: Yes (Inventory Route: 157,  Subroute: 6),  Owner: State Highway Agency,  Approaching Roadway Width: 41.4m (135.8ft),  Skew: 39 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 44.4m (145.7ft),  Out-to-Out Width: 45.0m (147.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 79.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.6 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 15 months,  Inspection Date: Febuary 2022,  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: 11871,  Location: IN DETROIT OVER DEQUINDRE (Lat: 42.409700,  Lng: -83.077597),  Route carried "on" structure: Ramp Interstate 75,  Year Built: 1971,  Status: Open,  Structure Length: 10.70m (35.10ft),  Average Daily Traffic: 23,920 (year 1982),  Average Future Daily Traffic: 23,920 (year 1977),  Design Load: HS 20+Mod,  Features Intersected: DEQUINDRE AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.571,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 42.0m (137.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 85.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 51.5 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: 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,  Critical Feature Inspection Frequency: Every 15 months,  Inspection Date: Febuary 2022,  Critical Feature Inspection Date: April 2021,  Bridge Improvement Cost: $51,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 12061,  Location: DETROIT E/TELEGRAPH (Lat: 42.357358,  Lng: -83.259028),  Route carried "on" structure: County highway 2000,  Year Built: 1927,  Year Reconstructed: 1971,  Status: Open,  Structure Length: 2.95m (9.68ft),  Average Daily Traffic: 11,655 (year 1997),  Truck Traffic: 1%,  Average Future Daily Traffic: 12,754 (year 2015),  Design Load: HS 20+Mod,  Features Intersected: UPPER ROUGE RIVER,  Facility Carried by Structure: JOY ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 9.318,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 13.4m (44.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 19.0m (62.3ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 12079,  Location: DETROIT E/TELEGRAPH (Lat: 42.399967,  Lng: -83.271542),  Route carried "on" structure: County highway 2000,  Year Built: 1963,  Status: Posted for load,  Structure Length: 6.18m (20.28ft),  Average Daily Traffic: 14,707 (year 1995),  Truck Traffic: 5%,  Average Future Daily Traffic: 16,949 (year 2015),  Design Load: HS 20,  Features Intersected: UPPER ROUGE RIVER,  Facility Carried by Structure: FIVE MILE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.579,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.3m (79.7ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Serious,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 43.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 26.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% 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

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Structure Number: 12091,  Location: DETROIT E/TELEGRAPH (Lat: 42.414725,  Lng: -83.266842),  Route carried "on" structure: County highway 2000,  Year Built: 1927,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 2.98m (9.78ft),  Average Daily Traffic: 12,661 (year 1997),  Truck Traffic: 1%,  Average Future Daily Traffic: 13,000 (year 2015),  Design Load: HS 25 or greater,  Features Intersected: UPPER ROUGE RIVER,  Facility Carried by Structure: SIX MILE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 23.396,  Lanes on structure: 5,  Base Highway Network: Yes (Inventory Route: 168,  Subroute: 1),  Owner: County Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 2.2m (7.2ft),  Right: 2.2m (7.2ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 25.3m (83.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Channel: Serious,  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: 75.5 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 12097,  Location: DETROIT E/TELEGRAPH (Lat: 42.429147,  Lng: -83.269097),  Route carried "on" structure: County highway 2000,  Year Built: 1930,  Year Reconstructed: 1984,  Status: Posted for load,  Structure Length: 2.43m (7.97ft),  Average Daily Traffic: 19,931 (year 1995),  Truck Traffic: 5%,  Average Future Daily Traffic: 17,500 (year 2015),  Features Intersected: UPPER ROUGE RIVER,  Facility Carried by Structure: SEVEN MILE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 13.501,  Lanes on structure: 6,  Base Highway Network: Yes (Inventory Route: 170,  Subroute: 6),  Owner: County Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.8m (74.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 23.9m (78.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 48.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 28.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: 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: 12098,  Location: DETROIT N/SIX MILE (Lat: 42.420011,  Lng: -83.013694),  Route carried "on" structure: County highway 2000,  Year Built: 1946,  Status: Open,  Structure Length: 1.06m (3.48ft),  Average Daily Traffic: 21,584 (year 2001),  Truck Traffic: 2%,  Average Future Daily Traffic: 26,230 (year 2015),  Design Load: HS 20,  Features Intersected: MT OLIVET CEMETERY DR,  Facility Carried by Structure: OUTER DRIVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.043,  Lanes on structure: 7,  Lanes under structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb or Sidewalk Widths: Left: 4.2m (13.8ft),  Right: 7.0m (23.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 47.2m (154.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 24.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021

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Structure Number: 12181,  Location: DETROIT E/TELEGRAPH (Lat: 42.357125,  Lng: -83.261797),  Route carried "on" structure: County highway 2000,  Year Built: 1927,  Status: Posted for load,  Structure Length: 2.28m (7.48ft),  Average Daily Traffic: 5,416 (year 1996),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,788 (year 2015),  Design Load: HS 20+Mod,  Features Intersected: JOY ROAD,  Facility Carried by Structure: OUTER DRIVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 4.410,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 17.0m (55.8ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Superstructure: Poor,  Substructure: Fair,  Operating Rating: 29.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 28.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2021