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

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Structure Number: 912,  Location: 0.2 MI E OF M-63 (Lat: 42.123300,  Lng: -86.463772),  Route carried "on" structure: Business Interstate 94,  Year Built: 1955,  Status: Open,  Structure Length: 5.48m (17.98ft),  Average Daily Traffic: 7,900 (year 1995),  Average Future Daily Traffic: 9,085 (year 2015),  Design Load: HS 20,  Features Intersected: PAW PAW RIVER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.014,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 311,  Subroute: 9),  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 21 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.2m (59.7ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 20.2m (66.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  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: 56.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2020,  Underwater Inspection Date: June 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 913,  Location: 1.5 MI E OF BENTON HARBOR (Lat: 42.119250,  Lng: -86.407753),  Route carried "on" structure: County highway 2013,  Year Built: 1968,  Status: Open,  Structure Length: 5.42m (17.78ft),  Average Daily Traffic: 6,200 (year 1992),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,120 (year 1977),  Design Load: H 20,  Features Intersected: I-94 BL (MAIN STREET),  Facility Carried by Structure: EUCLID AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.146,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.9m (29.2ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.1m (88.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 64.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 38.6 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 replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.43m (17.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $854,000,  Roadway Improvement Cost: $6,000,  Total Project Cost: $69,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 914,  Location: AT CASS CO LINE (Lat: 41.885061,  Lng: -86.224092),  Route carried "on" structure: State highway 51,  Year Built: 2009,  Status: Open,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 6,654 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 9,400 (year 2028),  Design Load: HL 93,  Features Intersected: MCKINZIE CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 7.530,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 136,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.7m (81.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Fair,  Operating Rating: 62.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 9081,  Location: 5.8 MI S OF M-46 (Lat: 43.328625,  Lng: -83.953756),  Route carried "on" structure: State highway 13,  Year Built: 1941,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 5,700 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 6,300 (year 2035),  Design Load: HS 20,  Features Intersected: MESSNER DRAIN
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 7.089,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 47,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.7m (35.1ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 72.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 49.6 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,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 9082,  Location: 3.3 MI S OF M-46 (Lat: 43.364500,  Lng: -83.954850),  Route carried "on" structure: State highway 13,  Year Built: 1964,  Status: Open,  Structure Length: 11.89m (39.01ft),  Average Daily Traffic: 5,700 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 6,300 (year 2035),  Design Load: HS 20,  Features Intersected: CASS RIVER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 10.863,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 47,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 19.6m (64.3ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 64.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 9083,  Location: 1.8 MI S OF M-46 (Lat: 43.384922,  Lng: -83.955389),  Route carried "on" structure: State highway 13,  Year Built: 2010,  Status: Open,  Structure Length: 1.05m (3.44ft),  Average Daily Traffic: 7,000 (year 2010),  Truck Traffic: 7%,  Average Future Daily Traffic: 7,700 (year 2030),  Design Load: HL 93,  Features Intersected: KING DRAIN
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 13.055,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 47,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.5m (31.2ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Channel: Very good,  Culverts: Very 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: 35.6 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: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 9096,  Location: IN SAGINAW (Lat: 43.410358,  Lng: -83.964336),  Route carried "on" structure: State highway 46,  Year Built: 1957,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 19.20m (62.99ft),  Average Daily Traffic: 17,266 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 16,638 (year 2018),  Design Load: HS 20,  Features Intersected: SAGINAW RIVER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.450,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 46,  Subroute: 5),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 20 degrees,  Navigation Control: Yes ( Vertical Clearance: 0.3m (1.0ft), Horizontal Clearance: 20.1m (65.9ft)),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 21.6m (70.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 21.0m (68.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 63.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 37.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  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: August 2021,  Underwater Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 9115,  Location: IN SAGINAW (Lat: 43.437100,  Lng: -83.937694),  Route carried "on" structure: Interstate 675,  Year Built: 1971,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 89.87m (294.85ft),  Average Daily Traffic: 32,200 (year 2007),  Truck Traffic: 3%,  Average Future Daily Traffic: 34,762 (year 2018),  Design Load: HS 20+Mod,  Features Intersected: SAG RIV, H&E,SBS RR, M13
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.879,  Lanes on structure: 4,  Lanes under structure: 12,  Base Highway Network: Yes (Inventory Route: 46,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 27.7m (90.9ft),  Skew: 39 degrees,  Navigation Control: Yes ( Vertical Clearance: 0.3m (1.0ft), Horizontal Clearance: 42.0m (137.8ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 39,  Length of Maximum Span: 43.2m (141.7ft),  Curb-To-Curb Width: 26.4m (86.6ft),  Out-to-Out Width: 28.7m (94.2ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 62.2 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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: May 2021,  Underwater Inspection Date: September 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: 9116,  Location: IN SAGINAW (Lat: 43.437350,  Lng: -83.947525),  Route carried "on" structure: Ramp Interstate 675,  Year Built: 1971,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 19.60m (64.30ft),  Average Daily Traffic: 14,143 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 16,264 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: H&E RR, DAVENPORT
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.209,  Lanes on structure: 1,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 35.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 9127,  Location: IN SAGINAW (Lat: 43.434078,  Lng: -83.912558),  Route carried "on" structure: City street 2004,  Year Built: 1971,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 6.22m (20.41ft),  Truck Traffic: 2%,  Average Future Daily Traffic: 6,158 (year 2041),  Design Load: H 20,  Features Intersected: I-675,  Facility Carried by Structure: NB VETERAN MEM PWY
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.259,  Lanes on structure: 3,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 12 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.1m (102.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 61.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 9128,  Location: IN SAGINAW (Lat: 43.434153,  Lng: -83.912886),  Route carried "on" structure: City street 2004,  Year Built: 1971,  Status: Open,  Structure Length: 6.22m (20.41ft),  Truck Traffic: 2%,  Average Future Daily Traffic: 6,188 (year 2041),  Design Load: H 20,  Features Intersected: I-675,  Facility Carried by Structure: SB VETERAN MEM PWY
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.235,  Lanes on structure: 3,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 18.2m (59.7ft),  Skew: 12 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.1m (102.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.7m (48.2ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Satisfactory,  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: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 9129,  Location: IN SAGINAW (Lat: 43.434242,  Lng: -83.917594),  Route carried "on" structure: City street ,  Year Built: 1971,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 2,650 (year 1990),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,800 (year 2010),  Design Load: H 15,  Features Intersected: I-675,  Facility Carried by Structure: 14TH ST
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.365,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.7m (90.9ft),  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: Good,  Superstructure: Good,  Substructure: Satisfactory,  Inventory Rating: 62.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: November 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: 913,  Location: IN SAGINAW (Lat: 43.436067,  Lng: -83.926614),  Route carried "on" structure: Interstate 675,  Year Built: 2011,  Status: Open,  Structure Length: 2.05m (6.73ft),  Average Daily Traffic: 13,527 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 13,840 (year 2018),  Design Load: HL 93,  Features Intersected: 6TH ST
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.968,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 46,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.9m (65.3ft),  Curb-To-Curb Width: 16.3m (53.5ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 58.0 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: 36.9 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: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 9131,  Location: IN SAGINAW (Lat: 43.435878,  Lng: -83.926542),  Route carried "on" structure: Interstate 675,  Year Built: 2011,  Status: Open,  Structure Length: 2.06m (6.76ft),  Average Daily Traffic: 11,654 (year 2017),  Truck Traffic: 8%,  Average Future Daily Traffic: 13,402 (year 2037),  Design Load: HL 93,  Features Intersected: 6TH ST
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.201,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 46,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.7m (64.6ft),  Curb-To-Curb Width: 17.5m (57.4ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 57.7 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: 37.6 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: 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: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 9132,  Location: IN SAGINAW (Lat: 43.436064,  Lng: -83.927675),  Route carried "on" structure: Interstate 675,  Year Built: 2011,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 13,527 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 13,244 (year 2018),  Design Load: HL 93,  Features Intersected: 5TH ST
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.055,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 46,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.4m (57.1ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 20.6m (67.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: 36.3 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: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 9133,  Location: IN SAGINAW (Lat: 43.435878,  Lng: -83.927686),  Route carried "on" structure: Interstate 675,  Year Built: 2011,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 11,654 (year 2017),  Truck Traffic: 8%,  Average Future Daily Traffic: 13,402 (year 2037),  Design Load: HL 93,  Features Intersected: 5TH ST
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.293,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 46,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.4m (57.1ft),  Curb-To-Curb Width: 19.6m (64.3ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 59.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 38.2 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: 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: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 9136,  Location: IN SAGINAW (Lat: 43.436250,  Lng: -83.933161),  Route carried "on" structure: Interstate 675,  Year Built: 2011,  Status: Open,  Structure Length: 2.53m (8.30ft),  Average Daily Traffic: 10,646 (year 2017),  Truck Traffic: 8%,  Average Future Daily Traffic: 12,242 (year 2037),  Design Load: HL 93,  Features Intersected: WARREN AVENUE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.499,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes (Inventory Route: 46,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 53.8 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: 37.9 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 9137,  Location: IN SAGINAW (Lat: 43.440642,  Lng: -83.949472),  Route carried "on" structure: Interstate 675,  Year Built: 1971,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 6.00m (19.69ft),  Average Daily Traffic: 13,177 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 17,064 (year 2018),  Design Load: HS 20+Mod,  Features Intersected: MICHIGAN AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 4.938,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes (Inventory Route: 46,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 15 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.5m (90.2ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 68.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to 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: November 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: 9138,  Location: IN SAGINAW (Lat: 43.440367,  Lng: -83.949536),  Route carried "on" structure: Interstate 675,  Year Built: 1971,  Status: Open,  Structure Length: 6.00m (19.69ft),  Average Daily Traffic: 13,032 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 14,987 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: MICHIGAN AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 5.169,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes (Inventory Route: 46,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 14 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 61.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum 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: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 9139,  Location: IN SAGINAW, AT N CTY LMTS (Lat: 43.443675,  Lng: -83.950531),  Route carried "on" structure: Interstate 675,  Year Built: 1971,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 4.06m (13.32ft),  Average Daily Traffic: 13,177 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 22,270 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: WEISS ST
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 5.288,  Lanes on structure: 3,  Lanes under structure: 3,  Base Highway Network: Yes (Inventory Route: 46,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 16.1m (52.8ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.8m (71.5ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 17.6m (57.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 66.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 914,  Location: IN SAGINAW, AT N CTY LMTS (Lat: 43.443683,  Lng: -83.950822),  Route carried "on" structure: Interstate 675,  Year Built: 1971,  Status: Open,  Structure Length: 4.06m (13.32ft),  Average Daily Traffic: 13,032 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 14,987 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: WEISS ST
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 5.557,  Lanes on structure: 3,  Lanes under structure: 3,  Base Highway Network: Yes (Inventory Route: 46,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 9409,  Location: 0.4 MI N OF CURTIS ROAD (Lat: 43.327608,  Lng: -83.968586),  Route carried "on" structure: ServiceCounty highway ,  Year Built: 1920,  Status: Posted for load,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 116 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 122 (year 2017),  Design Load: H 15,  Features Intersected: COLE DRAIN,  Facility Carried by Structure: MOWER ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.631,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 6.4m (21.0ft)

Condition: Deck: Serious,  Superstructure: Serious,  Substructure: Serious,  Channel: Satisfactory,  Operating Rating: 18.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 10.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of corrective action,  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: > 39.9% below),  Length Of Structure Improvement: 6.10m (20.01ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $725,000,  Roadway Improvement Cost: $75,000,  Total Project Cost: $800,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 9435,  Location: CITY OF SAGINAW (Lat: 43.415253,  Lng: -83.961186),  Route carried "on" structure: City street 2004,  Year Built: 1940,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 26.40m (86.61ft),  Average Daily Traffic: 10,950 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 16,272 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: SAGINAW RIVER,PRK ACCESS,  Facility Carried by Structure: COURT STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.150,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 45,  Subroute: 8),  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.4m (53.8ft),  Navigation Control: Yes ( Vertical Clearance: 9.7m (31.8ft), Horizontal Clearance: 21.5m (70.5ft)),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 9,  Length of Maximum Span: 36.5m (119.8ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 21.6m (70.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Good,  Operating Rating: 63.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 26.40m (86.61ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2020,  Underwater Inspection Date: August 2017,  Bridge Improvement Cost: $1,180,000,  Total Project Cost: $1,393,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 9436,  Location: CITY OF SAGINAW (Lat: 43.420803,  Lng: -83.950983),  Route carried "on" structure: City street 2004,  Year Built: 2000,  Status: Open,  Structure Length: 21.47m (70.44ft),  Average Daily Traffic: 11,675 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 17,348 (year 2035),  Design Load: H 20,  Features Intersected: SAGINAW RIVER,  Facility Carried by Structure: HOLLAND AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.188,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 373,  Subroute: 53),  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Navigation Control: Yes ( Vertical Clearance: 6.0m (19.7ft), Horizontal Clearance: 34.0m (111.5ft)),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 36.6m (120.1ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 23.4m (76.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 79.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.8 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 21.49m (70.51ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2020,  Underwater Inspection Date: August 2017,  Bridge Improvement Cost: $483,000,  Total Project Cost: $570,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 9437,  Location: CITY OF SAGINAW (Lat: 43.435900,  Lng: -83.939978),  Route carried "on" structure: City street 2004,  Year Built: 1983,  Status: Open,  Structure Length: 19.20m (62.99ft),  Average Daily Traffic: 12,150 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 18,050 (year 2034),  Design Load: HS 20+Mod,  Features Intersected: SAGINAW RIVER,  Facility Carried by Structure: JOHNSON STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.631,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 46,  Subroute: 3),  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 10 degrees,  Navigation Control: Yes ( Vertical Clearance: 7.6m (24.9ft), Horizontal Clearance: 22.6m (74.1ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 36.6m (120.1ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 22.7m (74.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 86.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 19.20m (62.99ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: May 2020,  Underwater Inspection Date: August 2017,  Bridge Improvement Cost: $604,000,  Total Project Cost: $712,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 9438,  Location: IN CITY OF SAGINAW (Lat: 43.401439,  Lng: -83.964692),  Route carried "on" structure: City street 2004,  Year Built: 1975,  Status: Open,  Structure Length: 24.38m (79.99ft),  Average Daily Traffic: 7,625 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 11,330 (year 2035),  Design Load: HS 20,  Features Intersected: SAGINAW RIVER,  Facility Carried by Structure: CENTER STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.735,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 31 degrees,  Navigation Control: Yes ( Vertical Clearance: 6.4m (21.0ft), Horizontal Clearance: 22.6m (74.1ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 39.0m (128.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 22.7m (74.5ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Good,  Channel: Good,  Operating Rating: 37.3 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: 28.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 24.38m (79.99ft),  Designated Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2021,  Underwater Inspection Date: August 2017,  Bridge Improvement Cost: $633,000,  Roadway Improvement Cost: $78,000,  Total Project Cost: $839,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 9444,  Location: CITY OF SAGINAW (Lat: 43.443567,  Lng: -83.912644),  Route carried "on" structure: City street ,  Year Built: 1971,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 2,500 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,715 (year 2039),  Design Load: HS 20,  Features Intersected: VET.MEM.PARKWAY,  Facility Carried by Structure: NORMAN STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.506,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 17.0m (55.8ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.0m,  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 48.9 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: 37.6 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.48m (11.42ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $833,000,  Roadway Improvement Cost: $126,000,  Total Project Cost: $1,132,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 9446,  Location: IN CITY OF SAGINAW (Lat: 43.433572,  Lng: -83.940786),  Route carried "on" structure: City street 2004,  Year Built: 1973,  Status: Posted for load,  Structure Length: 14.48m (47.51ft),  Average Daily Traffic: 16,546 (year 2014),  Truck Traffic: 2%,  Average Future Daily Traffic: 24,587 (year 2034),  Design Load: HS 20,  Features Intersected: SAGINAW RIVER,  Facility Carried by Structure: GENESEE AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 5.340,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 46,  Subroute: 2),  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Navigation Control: Yes ( Vertical Clearance: 7.6m (24.9ft), Horizontal Clearance: 20.2m (66.3ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 34.1m (111.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 20.2m (66.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Good,  Operating Rating: 49.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 29.8 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: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 14.48m (47.51ft),  Designated Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: May 2021,  Underwater Inspection Date: April 2019,  Bridge Improvement Cost: $568,000,  Total Project Cost: $670,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 12964,  Location: CITY OF SAGINAW (Lat: 43.415153,  Lng: -83.959472),  Route carried "on" structure: City street ,  Year Built: 1993,  Status: Open,  Structure Length: 1.80m (5.91ft),  Average Daily Traffic: 1,000 (year 1991),  Average Future Daily Traffic: 1,000 (year 2010),  Design Load: HS 20,  Features Intersected: LAKE LINTON CHANNEL,  Facility Carried by Structure: OJIBWAY DRIVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.0m (55.8ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 13561,  Location: IN SAGINAW (Lat: 43.436128,  Lng: -83.933211),  Route carried "on" structure: Interstate 675,  Year Built: 2011,  Status: Open,  Structure Length: 2.53m (8.30ft),  Average Daily Traffic: 10,646 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 12,242 (year 2037),  Design Load: HL 93,  Features Intersected: WARREN AVENUE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.742,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 46,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 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: 37.9 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 31520-00129,  Location: "SEC 15, T11N, R4E" (Lat: 43.350667,  Lng: -83.989167),  Route carried "on" structure: Federal lands road ,  Year Built: 1999,  Status: Open,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 10 (year 2021),  Average Future Daily Traffic: 35 (year 2041),  Design Load: HS 20,  Features Intersected: BIRCH RUN DRAIN,  Facility Carried by Structure: HOULIHAN ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.816,  Lanes on structure: 2,  Owner: Bureau of Fish and Wildlife,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: July 2021,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: 9115,  Location: IN SAGINAW (Lat: 43.437100,  Lng: -83.937694),  Route carried "under" structure: State highway 13,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 10,159 (year 2007),  Truck Traffic: 3%,  Features Intersected: SAG RIV, H&E,SBS RR, M13,  Facility Carried by Structure: I-675
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.523,  Lanes on structure: 4,  Lanes under structure: 12,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 43.2m (141.7ft)

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Structure Number: 9116,  Location: IN SAGINAW (Lat: 43.437350,  Lng: -83.947525),  Route carried "under" structure: City street ,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 4,000 (year 1978),  Features Intersected: H&E RR, DAVENPORT,  Facility Carried by Structure: M-58 EB TO I-675 E
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 0.126,  Lanes on structure: 1,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 912,  Location: IN SAGINAW (Lat: 43.434094,  Lng: -83.908350),  Route carried "under" structure: Interstate 675,  Year Built: 2009,  Structure Length: 0. m,  Average Daily Traffic: 20,600 (year 2007),  Truck Traffic: 6%,  Features Intersected: I-675,  Facility Carried by Structure: 21ST ST WALKOVER
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 1.448,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 9127,  Location: IN SAGINAW (Lat: 43.434078,  Lng: -83.912558),  Route carried "under" structure: Interstate 675,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 23,308 (year 2017),  Truck Traffic: 8%,  Features Intersected: I-675,  Facility Carried by Structure: NB VETERAN MEM PWY
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 1.809,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.1m (102.0ft)

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Structure Number: 9128,  Location: IN SAGINAW (Lat: 43.434153,  Lng: -83.912886),  Route carried "under" structure: Interstate 675,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 23,308 (year 2017),  Truck Traffic: 8%,  Features Intersected: I-675,  Facility Carried by Structure: SB VETERAN MEM PWY
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 2.013,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.1m (102.0ft)

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Structure Number: 9129,  Location: IN SAGINAW (Lat: 43.434242,  Lng: -83.917594),  Route carried "under" structure: Interstate 675,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 27,054 (year 2007),  Truck Traffic: 4%,  Features Intersected: I-675,  Facility Carried by Structure: 14TH ST
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 2.195,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.7m (90.9ft)

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Structure Number: 913,  Location: IN SAGINAW (Lat: 43.436067,  Lng: -83.926614),  Route carried "under" structure: City street 2004,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 8,200 (year 1990),  Truck Traffic: 2%,  Features Intersected: 6TH ST,  Facility Carried by Structure: I-675 NB
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 0.964,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 19.9m (65.3ft)

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Structure Number: 9131,  Location: IN SAGINAW (Lat: 43.435878,  Lng: -83.926542),  Route carried "under" structure: City street 2004,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 8,200 (year 1990),  Truck Traffic: 2%,  Features Intersected: 6TH ST,  Facility Carried by Structure: I-675 SB
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 0.943,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 19.7m (64.6ft)

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Structure Number: 9132,  Location: IN SAGINAW (Lat: 43.436064,  Lng: -83.927675),  Route carried "under" structure: City street 2004,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 5,300 (year 1990),  Truck Traffic: 2%,  Features Intersected: 5TH ST,  Facility Carried by Structure: I-675 NB
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 0.761,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 17.4m (57.1ft)

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Structure Number: 9133,  Location: IN SAGINAW (Lat: 43.435878,  Lng: -83.927686),  Route carried "under" structure: City street 2004,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 5,300 (year 1990),  Truck Traffic: 2%,  Features Intersected: 5TH ST,  Facility Carried by Structure: I-675 SB
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 0.744,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.4m (57.1ft)

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Structure Number: 9136,  Location: IN SAGINAW (Lat: 43.436250,  Lng: -83.933161),  Route carried "under" structure: City street ,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 5,050 (year 1995),  Truck Traffic: 2%,  Features Intersected: WARREN AVENUE,  Facility Carried by Structure: I-675 NB
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 4.104,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 9137,  Location: IN SAGINAW (Lat: 43.440642,  Lng: -83.949472),  Route carried "under" structure: Ramp State highway 58,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 32,536 (year 2007),  Truck Traffic: 2%,  Features Intersected: MICHIGAN AVE,  Facility Carried by Structure: I-675 NB
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 9.663,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.5m (90.2ft)

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Structure Number: 9138,  Location: IN SAGINAW (Lat: 43.440367,  Lng: -83.949536),  Route carried "under" structure: Ramp State highway 58,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 32,536 (year 2007),  Truck Traffic: 2%,  Features Intersected: MICHIGAN AVE,  Facility Carried by Structure: I-675 SB
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 9.631,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 9139,  Location: IN SAGINAW, AT N CTY LMTS (Lat: 43.443675,  Lng: -83.950531),  Route carried "under" structure: City street 2004,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 7,400 (year 1992),  Truck Traffic: 2%,  Features Intersected: WEISS ST,  Facility Carried by Structure: I-675 NB
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 8.049,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.8m (71.5ft)

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Structure Number: 914,  Location: IN SAGINAW, AT N CTY LMTS (Lat: 43.443683,  Lng: -83.950822),  Route carried "under" structure: City street 2004,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 7,400 (year 1992),  Truck Traffic: 2%,  Features Intersected: WEISS ST,  Facility Carried by Structure: I-675 SB
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 8.024,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)