Bridge Statistics for Fremont, Indiana (IN)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 488,  Location: 00.02 E SR 3 (Lat: 40.552511,  Lng: -85.370619),  Route carried "on" structure: State highway 18,  Year Built: 1976,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 3.16m (10.37ft),  Average Daily Traffic: 3,003 (year 2019),  Truck Traffic: 32%,  Average Future Daily Traffic: 2,990 (year 2036),  Design Load: HS 20,  Features Intersected: PRAIRIE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.437,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.5m (41.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 38.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 489,  Location: 05.83 E SR 3 (Lat: 40.554661,  Lng: -85.261469),  Route carried "on" structure: State highway 18,  Year Built: 1924,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 6.89m (22.60ft),  Average Daily Traffic: 2,140 (year 2020),  Truck Traffic: 26%,  Average Future Daily Traffic: 3,670 (year 2033),  Design Load: H 20,  Features Intersected: SALAMONIE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.788,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 79.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 47.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than 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 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3302,  Location: 00.19 N I-90 (Lat: 41.712831,  Lng: -84.938011),  Route carried "on" structure: State highway 827,  Year Built: 1986,  Status: Open,  Structure Length: 1.54m (5.05ft),  Average Daily Traffic: 5,515 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,587 (year 2030),  Design Load: HS 20,  Features Intersected: CEMETERY LAKE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.594,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 50.9 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: 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: 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: 4094,  Location: 00.14 S SR 120 (Lat: 41.726889,  Lng: -85.000100),  Route carried "on" structure: Interstate 69,  Year Built: 1966,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 37.64m (123.49ft),  Average Daily Traffic: 7,832 (year 2020),  Truck Traffic: 34%,  Average Future Daily Traffic: 16,700 (year 2033),  Design Load: HS 20+Mod,  Features Intersected: GREEN LAKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 571.446,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 36,  Length of Maximum Span: 10.2m (33.5ft),  Curb-To-Curb Width: 12.9m (42.3ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 64.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.5 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,  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: April 2021,  Underwater Inspection Date: August 2019,  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: 4096,  Location: 00.25 N SR 120 (Lat: 41.733389,  Lng: -85.000314),  Route carried "on" structure: Ramp Interstate 90,  Year Built: 1965,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 7.16m (23.49ft),  Average Daily Traffic: 3,463 (year 2011),  Truck Traffic: 36%,  Average Future Daily Traffic: 13,222 (year 2031),  Design Load: HS 20,  Features Intersected: I-69 NB/SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 231.247,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 21 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 23.5m (77.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.9m (42.3ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 60.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Other Special Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4097,  Location: 00.88 N I-90 (Lat: 41.747531,  Lng: -84.995839),  Route carried "on" structure: Interstate 69,  Year Built: 1964,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 3.74m (12.27ft),  Average Daily Traffic: 8,943 (year 2020),  Truck Traffic: 38%,  Average Future Daily Traffic: 17,000 (year 2030),  Design Load: HS 20,  Features Intersected: LAKE GEORGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 573.731,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 12.9m (42.3ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 90.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: 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: March 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: 4098,  Location: 00.88 N I-90 (Lat: 41.747581,  Lng: -84.996169),  Route carried "on" structure: Interstate 69,  Year Built: 1964,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 3.74m (12.27ft),  Average Daily Traffic: 10,922 (year 2018),  Truck Traffic: 21%,  Average Future Daily Traffic: 19,000 (year 2030),  Design Load: HS 20,  Features Intersected: LAKE GEORGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 573.731,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 13.8m (45.3ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 90.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: 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: March 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: 4869,  Location: 02.78 W I-69 (Lat: 41.747639,  Lng: -85.048706),  Route carried "on" structure: County highway ,  Year Built: 1956,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 6.55m (21.49ft),  Average Daily Traffic: 562 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,635 (year 2031),  Design Load: HS 20,  Features Intersected: I-90 EB/WB,  Facility Carried by Structure: CR 300W
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 226.757,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 83.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.2 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: September 2021,  Other Special Inspection Date: September 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: 487,  Location: 02.02 W I-69 (Lat: 41.747711,  Lng: -85.034064),  Route carried "on" structure: County highway ,  Year Built: 1956,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 6.52m (21.39ft),  Average Daily Traffic: 21 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 196 (year 2031),  Design Load: HS 20,  Features Intersected: I-90 EB/WB,  Facility Carried by Structure: CR 225 W/BURLING
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 227.883,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.7m (64.6ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 84.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum 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,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Other Special Inspection Date: September 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: 4875,  Location: 00.33 E I-69 (Lat: 41.735469,  Lng: -84.993958),  Route carried "on" structure: Interstate 90,  Year Built: 1956,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 4.82m (15.81ft),  Average Daily Traffic: 10,435 (year 2011),  Truck Traffic: 14%,  Average Future Daily Traffic: 25,694 (year 2031),  Design Load: HS 20,  Features Intersected: I-90 RAMPS 144 N/B
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 231.778,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 74.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.4 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 4877,  Location: 00.68 W SR 120 (Lat: 41.735461,  Lng: -84.981064),  Route carried "on" structure: County highway ,  Year Built: 1956,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 6.68m (21.92ft),  Average Daily Traffic: 563 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,198 (year 2031),  Design Load: HS 20,  Features Intersected: I-90 EB/WB,  Facility Carried by Structure: VAN GUILDER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 83.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Other Special Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4878,  Location: 01.67 E I-69 (Lat: 41.730239,  Lng: -84.971047),  Route carried "on" structure: Interstate 90,  Year Built: 1956,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 4.82m (15.81ft),  Average Daily Traffic: 9,950 (year 2011),  Truck Traffic: 24%,  Average Future Daily Traffic: 25,694 (year 2031),  Design Load: HS 20,  Features Intersected: SR 120
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 233.934,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 80.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.2 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 4879,  Location: 01.67 E I-69 (Lat: 41.730261,  Lng: -84.970717),  Route carried "on" structure: Interstate 90,  Year Built: 1956,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 4.82m (15.81ft),  Average Daily Traffic: 9,950 (year 2011),  Truck Traffic: 24%,  Average Future Daily Traffic: 25,694 (year 2031),  Design Load: HS 20,  Features Intersected: SR 120
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 233.934,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 80.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 488,  Location: 00.97 W SR 827 (Lat: 41.717431,  Lng: -84.956778),  Route carried "on" structure: County highway ,  Year Built: 1956,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 7.56m (24.80ft),  Average Daily Traffic: 365 (year 2004),  Truck Traffic: 10%,  Average Future Daily Traffic: 703 (year 2031),  Design Load: HS 20,  Features Intersected: I-90 EB/WB,  Facility Carried by Structure: CR 500N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 22 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.5m (73.8ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 85.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.4 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Other Special Inspection Date: September 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: 4881,  Location: 00.27 W SR 827 (Lat: 41.712431,  Lng: -84.944992),  Route carried "on" structure: Interstate 90,  Year Built: 1956,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 10,270 (year 2015),  Truck Traffic: 45%,  Average Future Daily Traffic: 25,694 (year 2031),  Design Load: HS 20,  Features Intersected: IN NORTHEASTERN RR CO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 236.928,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 76.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 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: 4882,  Location: 00.27 W SR 827 (Lat: 41.712611,  Lng: -84.944794),  Route carried "on" structure: Interstate 90,  Year Built: 1956,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 10,270 (year 2015),  Truck Traffic: 45%,  Average Future Daily Traffic: 25,694 (year 2031),  Design Load: HS 20,  Features Intersected: IN NORTHEASTERN RR CO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 236.928,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 76.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 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: 4884,  Location: 02.13 E SR 120 (Lat: 41.710689,  Lng: -84.940164),  Route carried "on" structure: Interstate 90,  Year Built: 1956,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 4.30m (14.11ft),  Average Daily Traffic: 10,270 (year 2015),  Truck Traffic: 45%,  Average Future Daily Traffic: 25,694 (year 2031),  Design Load: HS 20,  Features Intersected: SR 827
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 237.362,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 14.9m (48.9ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 49.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.5 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 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: 4885,  Location: 01.34 E SR 827 (Lat: 41.700750,  Lng: -84.918067),  Route carried "on" structure: County highway ,  Year Built: 1956,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 6.55m (21.49ft),  Average Daily Traffic: 168 (year 2004),  Truck Traffic: 10%,  Average Future Daily Traffic: 323 (year 2031),  Design Load: HS 20,  Features Intersected: I-90 EB/WB,  Facility Carried by Structure: CR 400N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.2 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Other Special Inspection Date: September 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: 4886,  Location: 02.04 E SR 827 (Lat: 41.694389,  Lng: -84.907539),  Route carried "on" structure: County highway ,  Year Built: 1956,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 7.89m (25.89ft),  Average Daily Traffic: 68 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 373 (year 2031),  Design Load: HS 20,  Features Intersected: I-90 EB/WB,  Facility Carried by Structure: CR 450E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.1m (79.1ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 87.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Other Special Inspection Date: September 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: 4888,  Location: 03.83 W SR 827 (Lat: 41.680958,  Lng: -84.878117),  Route carried "on" structure: County highway ,  Year Built: 1956,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 9.24m (30.31ft),  Average Daily Traffic: 727 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,542 (year 2031),  Design Load: HS 20,  Features Intersected: I-90 EB/WB,  Facility Carried by Structure: CR 600E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 28.4m (93.2ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 93.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.1 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Other Special Inspection Date: September 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: 4889,  Location: 04.06 W US 20 (Lat: 41.673200,  Lng: -84.867150),  Route carried "on" structure: County highway ,  Year Built: 1956,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 11.19m (36.71ft),  Average Daily Traffic: 380 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,061 (year 2031),  Design Load: HS 20,  Features Intersected: I-90,  Facility Carried by Structure: CR 200 N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 8.4m (27.6ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.8m (101.0ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 64.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.9 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Other Special Inspection Date: September 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: 489,  Location: 03.51 W US 20 (Lat: 41.668561,  Lng: -84.858583),  Route carried "on" structure: County highway ,  Year Built: 1956,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 7.80m (25.59ft),  Average Daily Traffic: 100 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 242 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: I-90 EB/WB,  Facility Carried by Structure: CR 700 E/BURCH RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 8.4m (27.6ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 85.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.2 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Other Special Inspection Date: September 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: 4096,  Location: 00.25 N SR 120 (Lat: 41.733389,  Lng: -85.000314),  Route carried "under" structure: Interstate 69,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 9,459 (year 2011),  Truck Traffic: 33%,  Features Intersected: I-69 NBL
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 250.205,  Lanes on structure: 2,  Lanes under structure: 5,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.5m (77.1ft)

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Structure Number: 4096,  Location: 00.25 N SR 120 (Lat: 41.733389,  Lng: -85.000314),  Route carried "under" structure: Interstate 69,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 9,459 (year 2011),  Truck Traffic: 33%,  Features Intersected: I-69 SBL
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 250.205,  Lanes on structure: 2,  Lanes under structure: 5,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.5m (77.1ft)

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Structure Number: 4097,  Location: 00.88 N I-90 (Lat: 41.747539,  Lng: -84.995858),  Route carried "under" structure: County highway ,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 5,690 (year 2020),  Truck Traffic: 52%,  Features Intersected: LAKE GEORGE ROAD,  Facility Carried by Structure: I-69 NB
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.6m (47.9ft)

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Structure Number: 4098,  Location: 00.88 N I-90 (Lat: 41.747581,  Lng: -84.996178),  Route carried "under" structure: County highway ,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 5,690 (year 2020),  Truck Traffic: 52%,  Features Intersected: LAKE GEORGE ROAD,  Facility Carried by Structure: I-69 SB
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.6m (47.9ft)

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Structure Number: 4869,  Location: 02.78 W I-69 (Lat: 41.747639,  Lng: -85.048706),  Route carried "under" structure: Interstate 90,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 11,010 (year 2015),  Truck Traffic: 14%,  Features Intersected: I-90 WB,  Facility Carried by Structure: CR 300W
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 226.773,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 4869,  Location: 02.78 W I-69 (Lat: 41.747639,  Lng: -85.048706),  Route carried "under" structure: Interstate 90,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 11,010 (year 2015),  Truck Traffic: 14%,  Features Intersected: I-90 EB,  Facility Carried by Structure: CR 300W
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 226.773,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 487,  Location: 02.02 W I-69 (Lat: 41.747711,  Lng: -85.034064),  Route carried "under" structure: Interstate 90,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 10,240 (year 2014),  Truck Traffic: 14%,  Features Intersected: I-90 EB,  Facility Carried by Structure: CR 225W/BURLING
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 227.996,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.7m (64.6ft)

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Structure Number: 487,  Location: 02.02 W I-69 (Lat: 41.747711,  Lng: -85.034064),  Route carried "under" structure: Interstate 90,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 10,240 (year 2014),  Truck Traffic: 14%,  Features Intersected: I-90 WB,  Facility Carried by Structure: CR 225W/BURLING
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 227.996,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.7m (64.6ft)

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Structure Number: 4873,  Location: 01.67 W SR 120 (Lat: 41.735531,  Lng: -85.000442),  Route carried "under" structure: Interstate 69,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 9,459 (year 2011),  Truck Traffic: 33%,  Features Intersected: I-69 SB,  Facility Carried by Structure: I-90 EB
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 250.446,  Lanes on structure: 2,  Lanes under structure: 6,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.0m (59.1ft)

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Structure Number: 4873,  Location: 01.67 W SR 120 (Lat: 41.735531,  Lng: -85.000442),  Route carried "under" structure: Interstate 69,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 10,676 (year 2011),  Truck Traffic: 33%,  Features Intersected: I-69 NB,  Facility Carried by Structure: I-90 EB
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 250.446,  Lanes on structure: 2,  Lanes under structure: 6,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.0m (59.1ft)

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Structure Number: 4873,  Location: 01.67 W SR 120 (Lat: 41.735531,  Lng: -85.000442),  Route carried "under" structure: ServiceState highway 415,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2011),  Truck Traffic: 10%,  Features Intersected: STEUBEN CO IR-415,  Facility Carried by Structure: I-90 EB
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 250.446,  Lanes on structure: 2,  Lanes under structure: 6,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.0m (59.1ft)

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Structure Number: 4874,  Location: 01.67 W SR 120 (Lat: 41.735761,  Lng: -85.000458),  Route carried "under" structure: Ramp County highway ,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 6,142 (year 2014),  Truck Traffic: 15%,  Features Intersected: I-90 WB,  Facility Carried by Structure: STEUBEN CO IR-415
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 250.462,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.0m (59.1ft)

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Structure Number: 4874,  Location: 01.67 W SR 120 (Lat: 41.735761,  Lng: -85.000458),  Route carried "under" structure: Interstate 69,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 10,510 (year 2015),  Truck Traffic: 10%,  Features Intersected: I-69 SB,  Facility Carried by Structure: I-90 WB
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 250.462,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.0m (59.1ft)

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Structure Number: 4874,  Location: 01.67 W SR 120 (Lat: 41.735761,  Lng: -85.000458),  Route carried "under" structure: Interstate 69,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 10,510 (year 2015),  Truck Traffic: 10%,  Features Intersected: I-69, STEUBEN CO IR-415,  Facility Carried by Structure: I-90 WB
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 250.462,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.0m (59.1ft)

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Structure Number: 4875,  Location: 00.33 E I-69 (Lat: 41.735469,  Lng: -84.993958),  Route carried "under" structure: Ramp Interstate 90,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 1,723 (year 2004),  Truck Traffic: 10%,  Features Intersected: I-90 RAMP 144B
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 4875,  Location: 00.33 E I-69 (Lat: 41.735469,  Lng: -84.993958),  Route carried "under" structure: Ramp Interstate 90,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 2,184 (year 2011),  Truck Traffic: 10%,  Features Intersected: I-90 RAMP 144N
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 4876,  Location: 00.33 E I-69 (Lat: 41.735700,  Lng: -84.993958),  Route carried "under" structure: Ramp Interstate 90,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 1,723 (year 2011),  Truck Traffic: 10%,  Features Intersected: I-90 RAMP 144B
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 4876,  Location: 00.33 E I-69 (Lat: 41.735700,  Lng: -84.993958),  Route carried "under" structure: Ramp Interstate 90,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 2,184 (year 2011),  Truck Traffic: 10%,  Features Intersected: I-90 RAMP 144N
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 4877,  Location: 00.68 W SR 120 (Lat: 41.735461,  Lng: -84.981064),  Route carried "under" structure: Interstate 90,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 11,010 (year 2015),  Truck Traffic: 24%,  Features Intersected: I-90 EB,  Facility Carried by Structure: VAN GUILDER ROAD
Minimum Vertical Clearance: 4.83m (15.85ft),  Kilometerpoint: 232.840,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.5m (64.0ft)

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Structure Number: 4877,  Location: 00.68 W SR 120 (Lat: 41.735461,  Lng: -84.981064),  Route carried "under" structure: Interstate 90,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 11,010 (year 2015),  Truck Traffic: 24%,  Features Intersected: I-90 WB,  Facility Carried by Structure: VAN GUILDER ROAD
Minimum Vertical Clearance: 4.83m (15.85ft),  Kilometerpoint: 232.840,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.5m (64.0ft)

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Structure Number: 4878,  Location: 01.67 E I-69 (Lat: 41.730239,  Lng: -84.971047),  Route carried "under" structure: State highway 120,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 5,749 (year 2014),  Truck Traffic: 10%,  Features Intersected: SR 120,  Facility Carried by Structure: I-90 EB
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 20.648,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.8m (55.1ft)

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Structure Number: 4879,  Location: 01.67 E I-69 (Lat: 41.730261,  Lng: -84.970717),  Route carried "under" structure: State highway 120,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 7,109 (year 2004),  Truck Traffic: 10%,  Features Intersected: SR 120,  Facility Carried by Structure: I-90 WB
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 20.680,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.8m (55.1ft)

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Structure Number: 488,  Location: 00.97 W SR 827 (Lat: 41.717431,  Lng: -84.956778),  Route carried "under" structure: Interstate 90,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 11,010 (year 2015),  Truck Traffic: 24%,  Features Intersected: I-90 WB,  Facility Carried by Structure: CR 500N
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 235.801,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.5m (73.8ft)

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Structure Number: 488,  Location: 00.97 W SR 827 (Lat: 41.717431,  Lng: -84.956778),  Route carried "under" structure: Interstate 90,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 11,010 (year 2015),  Truck Traffic: 24%,  Features Intersected: I-90 EB,  Facility Carried by Structure: CR 500N
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 235.801,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.5m (73.8ft)

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Structure Number: 4883,  Location: 02.13 E SR 120 (Lat: 41.710531,  Lng: -84.940392),  Route carried "under" structure: State highway 827,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 5,353 (year 2015),  Truck Traffic: 3%,  Features Intersected: SR 827,  Facility Carried by Structure: I-90 EB
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 8.272,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.9m (48.9ft)

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Structure Number: 4884,  Location: 02.13 E SR 120 (Lat: 41.710689,  Lng: -84.940164),  Route carried "under" structure: State highway 827,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 5,353 (year 2015),  Truck Traffic: 3%,  Features Intersected: SR 827,  Facility Carried by Structure: I-90 WB
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 8.304,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.9m (48.9ft)

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Structure Number: 4885,  Location: 01.34 E SR 827 (Lat: 41.700750,  Lng: -84.918067),  Route carried "under" structure: Interstate 90,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 11,010 (year 2015),  Truck Traffic: 24%,  Features Intersected: I-90 EB,  Facility Carried by Structure: CR 400N
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 238.714,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 4885,  Location: 01.34 E SR 827 (Lat: 41.700750,  Lng: -84.918067),  Route carried "under" structure: Interstate 90,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 11,010 (year 2015),  Truck Traffic: 24%,  Features Intersected: I-90 WB,  Facility Carried by Structure: CR 400N
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 238.714,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 4886,  Location: 02.04 E SR 827 (Lat: 41.694389,  Lng: -84.907539),  Route carried "under" structure: Interstate 90,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 11,010 (year 2015),  Truck Traffic: 24%,  Features Intersected: I-90 EB,  Facility Carried by Structure: CR 450E
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 240.645,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.1m (79.1ft)

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Structure Number: 4886,  Location: 02.04 E SR 827 (Lat: 41.694389,  Lng: -84.907539),  Route carried "under" structure: Interstate 90,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 11,010 (year 2015),  Truck Traffic: 24%,  Features Intersected: I-90 WB,  Facility Carried by Structure: CR 450E
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 240.645,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.1m (79.1ft)

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Structure Number: 4887,  Location: 03.18 W SR 827 (Lat: 41.686869,  Lng: -84.887833),  Route carried "under" structure: Interstate 90,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 11,010 (year 2015),  Truck Traffic: 24%,  Features Intersected: I-90 WB,  Facility Carried by Structure: CR 550E
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 242.480,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.5m (77.1ft)

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Structure Number: 4887,  Location: 03.18 W SR 827 (Lat: 41.686869,  Lng: -84.887833),  Route carried "under" structure: Interstate 90,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 11,010 (year 2011),  Truck Traffic: 24%,  Features Intersected: I-90 EB,  Facility Carried by Structure: CR 550E
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 242.480,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.5m (77.1ft)

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Structure Number: 4888,  Location: 03.83 W SR 827 (Lat: 41.680950,  Lng: -84.878136),  Route carried "under" structure: Interstate 90,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 11,010 (year 2015),  Truck Traffic: 24%,  Features Intersected: I-90 EB,  Facility Carried by Structure: CR 600E
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 243.526,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.4m (93.2ft)

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Structure Number: 4888,  Location: 03.83 W SR 827 (Lat: 41.680950,  Lng: -84.878136),  Route carried "under" structure: Interstate 90,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 11,010 (year 2015),  Truck Traffic: 24%,  Features Intersected: I-90 WB,  Facility Carried by Structure: CR 600E
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 243.526,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.4m (93.2ft)

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Structure Number: 4889,  Location: 04.06 W US 20 (Lat: 41.673200,  Lng: -84.867150),  Route carried "under" structure: Interstate 90,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 10,270 (year 2015),  Truck Traffic: 24%,  Features Intersected: I-90 WB,  Facility Carried by Structure: CR 200N
Minimum Vertical Clearance: 5.01m (16.44ft),  Kilometerpoint: 244.781,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.8m (101.0ft)

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Structure Number: 4889,  Location: 04.06 W US 20 (Lat: 41.673200,  Lng: -84.867150),  Route carried "under" structure: Interstate 90,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 10,270 (year 2015),  Truck Traffic: 24%,  Features Intersected: I-90,  Facility Carried by Structure: CR 200 N
Minimum Vertical Clearance: 5.01m (16.44ft),  Kilometerpoint: 244.781,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.8m (101.0ft)

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Structure Number: 489,  Location: 03.51 W US 20 (Lat: 41.668561,  Lng: -84.858583),  Route carried "under" structure: Interstate 90,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 10,240 (year 2015),  Truck Traffic: 24%,  Features Intersected: I-90 EB/WB,  Facility Carried by Structure: CR 700 E/BURCH RD
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 245.666,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.8m (78.1ft)

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Structure Number: 489,  Location: 03.51 W US 20 (Lat: 41.668561,  Lng: -84.858583),  Route carried "under" structure: Interstate 90,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 10,240 (year 2015),  Truck Traffic: 24%,  Features Intersected: I-90 WB,  Facility Carried by Structure: CR 700E/BURCH RD
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 245.666,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.8m (78.1ft)