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Bridge Statistics for Mina, New York (NY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs


  • National Bridge Inventory (NBI) Statistics
  • 19Number of bridges
  • 180ft / 55mTotal length
  • $56,836,000Total costs
  • 60,306Total average daily traffic
  • 8,186Total average daily truck traffic
  • 25,309Total future (year 2034) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for Mina
  • No street view available for this location

New bridges in Mina, NY - historical statistics
  • New bridges - historical statistics
  • 11940-1949
  • 11950-1959
  • 11960-1969
  • 151970-1979
  • 12010-2018
Average Bridge Daily Traffic in Mina, NY
Average Bridge Truck Traffic in Mina, NY
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 33.3%Very good
  • 25.0%Good
  • 25.0%Satisfactory
  • 16.7%Fair
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 16.7%Excellent
  • 41.7%Very good
  • 25.0%Good
  • 16.7%Satisfactory
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 25.0%Very good
  • 58.3%Good
  • 16.7%Fair
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 40.0%Very good
  • 40.0%Good
  • 20.0%Fair
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 50.0%Very good
  • 50.0%Satisfactory
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Structure Number: 104838,  Location: .2 MILE N EXIT 4 OF I86 (Lat: 42.132192,  Lng: -79.742006),  Route carried "on" structure: State highway 426,  Year Built: 1947,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 572 (year 2017),  Truck Traffic: 10%,  Average Future Daily Traffic: 577 (year 2037),  Design Load: HS 25 or greater,  Features Intersected: W BR FRENCH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.552,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 94.0m (308.4ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.6m (57.7ft),  Curb-To-Curb Width: 1.1m (3.6ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 18.80m (61.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2017,  Bridge Improvement Cost: $1,323,000,  Roadway Improvement Cost: $775,000,  Total Project Cost: $2,098,000 ( Estimate for 2018),  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: 109171,  Location: .8 MI W JCT SH 426 & I86 (Lat: 42.129469,  Lng: -79.756067),  Route carried "on" structure: Other road ,  Year Built: 1973,  Status: Open,  Structure Length: 1.21m (3.97ft),  Average Daily Traffic: 152 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 153 (year 2037),  Design Load: HS 20,  Features Intersected: RTE I86,  Facility Carried by Structure: GREENMAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.142,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 104.0m (341.2ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 1.1m (3.6ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.21m (3.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2017,  Bridge Improvement Cost: $4,917,000,  Roadway Improvement Cost: $2,879,000,  Total Project Cost: $7,797,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 109171,  Location: .8 MI W JCT SH 426 & I86 (Lat: 42.129469,  Lng: -79.756067),  Route carried "under" structure: Interstate 86,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 7,763 (year 2000),  Features Intersected: RTE I86,  Facility Carried by Structure: GREENMAN ROAD
Minimum Vertical Clearance: 5.72m (18.77ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.6m (129.9ft)

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Structure Number: 1091721,  Location: JCT SH 426 & S.T.E. - I86 (Lat: 42.130956,  Lng: -79.741725),  Route carried "on" structure: Interstate 86,  Year Built: 1973,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 4,118 (year 2014),  Truck Traffic: 20%,  Design Load: HS 20,  Features Intersected: RTE 426
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.689,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 128.0m (419.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Very good,  Operating Rating: 61.7 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: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 39.60m (129.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2017,  Bridge Improvement Cost: $2,427,000,  Roadway Improvement Cost: $1,421,000,  Total Project Cost: $3,848,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 1091721,  Location: JCT SH 426 & S.T.E. - I86 (Lat: 42.130956,  Lng: -79.741725),  Route carried "under" structure: State highway 426,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 524 (year 2002),  Features Intersected: RTE 426,  Facility Carried by Structure: RTE I86
Minimum Vertical Clearance: 0.46m (1.51ft),  Kilometerpoint: 18.471,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.1m (125.0ft)

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Structure Number: 1091722,  Location: JCT SH 426 & S.T.E. - I86 (Lat: 42.130306,  Lng: -79.741564),  Route carried "on" structure: Interstate 86,  Year Built: 1973,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 4,908 (year 2017),  Truck Traffic: 21%,  Average Future Daily Traffic: 4,957 (year 2037),  Design Load: HS 20,  Features Intersected: RTE 426
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.689,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 137.0m (449.5ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Satisfactory,  Superstructure: Excellent,  Substructure: Good,  Operating Rating: 7.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 39.60m (129.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2017,  Bridge Improvement Cost: $2,427,000,  Roadway Improvement Cost: $1,421,000,  Total Project Cost: $3,848,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 1091722,  Location: JCT SH 426 & S.T.E. - I86 (Lat: 42.130306,  Lng: -79.741564),  Route carried "under" structure: State highway 426,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 1,422 (year 2002),  Features Intersected: RTE 426,  Facility Carried by Structure: RTE I86
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 18.391,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.1m (125.0ft)

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Structure Number: 109173,  Location: 0.1 MI E JCT RTE 426+ STE (Lat: 42.130742,  Lng: -79.739933),  Route carried "on" structure: Interstate 86,  Year Built: 1973,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 9,125 (year 2017),  Truck Traffic: 23%,  Average Future Daily Traffic: 9,216 (year 2037),  Design Load: H 20,  Features Intersected: W BR FRENCH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.834,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 832.0m (2,729.7ft),  Skew: 21 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.6m (11.8ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 72.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.50m (27.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2017,  Bridge Improvement Cost: $1,962,000,  Roadway Improvement Cost: $1,149,000,  Total Project Cost: $3,111,000 ( Estimate for 2018),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 109174,  Location: 3.0 MI NE JCT 426 + S.T.E (Lat: 42.138264,  Lng: -79.725917),  Route carried "on" structure: County highway ,  Year Built: 1973,  Status: Open,  Structure Length: 11.49m (37.70ft),  Average Daily Traffic: 213 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 215 (year 2037),  Design Load: HS 20,  Features Intersected: RTE I86,  Facility Carried by Structure: COUNTY ROAD 3
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.253,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 104.0m (341.2ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 39.3m (128.9ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 1.1m (3.6ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 114.90m (376.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2017,  Bridge Improvement Cost: $4,927,000,  Roadway Improvement Cost: $2,885,000,  Total Project Cost: $7,812,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 109174,  Location: 3.0 MI NE JCT 426 + S.T.E (Lat: 42.138264,  Lng: -79.725917),  Route carried "under" structure: Interstate 86,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 7,089 (year 1998),  Features Intersected: RTE I86,  Facility Carried by Structure: COUNTY ROAD 3
Minimum Vertical Clearance: 5.56m (18.24ft),  Kilometerpoint: 3.218,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.3m (128.9ft)

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Structure Number: 1091751,  Location: 3.0 MI W JCT 430 + S.T.E. (Lat: 42.143853,  Lng: -79.673897),  Route carried "on" structure: Interstate 86,  Year Built: 1973,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 3,619 (year 2014),  Truck Traffic: 27%,  Design Load: HS 20,  Features Intersected: CAMP ROAD/CR 13
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.788,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 128.0m (419.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.9m (94.8ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 4.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 30.40m (99.74ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2017,  Bridge Improvement Cost: $1,947,000,  Roadway Improvement Cost: $1,140,000,  Total Project Cost: $3,087,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1091752,  Location: 3.0 MI W JCT 430 + S.T.E. (Lat: 42.143167,  Lng: -79.673897),  Route carried "on" structure: Interstate 86,  Year Built: 1973,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 4,563 (year 2017),  Truck Traffic: 23%,  Average Future Daily Traffic: 4,608 (year 2037),  Design Load: HS 20,  Features Intersected: CAMP ROAD/CR 13
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.788,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 128.0m (419.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.9m (94.8ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 4.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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,  Length Of Structure Improvement: 30.40m (99.74ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2017,  Bridge Improvement Cost: $1,910,000,  Roadway Improvement Cost: $1,118,000,  Total Project Cost: $3,028,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 109176,  Location: JCT RTE 430 + S.T.E. (Lat: 42.148214,  Lng: -79.653047),  Route carried "on" structure: State highway 430,  Year Built: 1973,  Status: Open,  Structure Length: 15.33m (50.30ft),  Average Daily Traffic: 518 (year 2016),  Truck Traffic: 17%,  Average Future Daily Traffic: 523 (year 2037),  Design Load: HS 20,  Features Intersected: RTE I86
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.944,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 131.0m (429.8ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 37.7m (123.7ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 1.4m (4.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 4.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 153.30m (502.95ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2017,  Bridge Improvement Cost: $7,942,000,  Roadway Improvement Cost: $4,651,000,  Total Project Cost: $12,592,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other
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Structure Number: 109176,  Location: JCT RTE 430 + S.T.E. (Lat: 42.148214,  Lng: -79.653047),  Route carried "under" structure: Interstate 86,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 7,089 (year 1998),  Features Intersected: RTE I86,  Facility Carried by Structure: RTE 430
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 8.914,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.7m (123.7ft)

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Structure Number: 1091771,  Location: 0.6 MI E JCT 430 + S.T.E. (Lat: 42.147900,  Lng: -79.644317),  Route carried "on" structure: Interstate 86,  Year Built: 1973,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 3,619 (year 2014),  Truck Traffic: 27%,  Design Load: HS 20,  Features Intersected: MANNISON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.314,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 128.0m (419.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.9m (94.8ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 78.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 30.40m (99.74ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2017,  Bridge Improvement Cost: $1,842,000,  Roadway Improvement Cost: $1,079,000,  Total Project Cost: $2,921,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 1091772,  Location: 0.6 MI E JCT 430 + S.T.E. (Lat: 42.146992,  Lng: -79.644286),  Route carried "on" structure: Interstate 86,  Year Built: 1973,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 4,563 (year 2017),  Truck Traffic: 23%,  Average Future Daily Traffic: 4,608 (year 2037),  Design Load: HS 20,  Features Intersected: MANNISON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.314,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 128.0m (419.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.9m (94.8ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 78.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 30.40m (99.74ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2017,  Bridge Improvement Cost: $1,869,000,  Roadway Improvement Cost: $1,094,000,  Total Project Cost: $2,963,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 221263,  Location: 1.7 MI NW OF FINDLEY LAKE (Lat: 42.135658,  Lng: -79.756589),  Route carried "on" structure: Other road ,  Year Built: 1965,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 152 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 153 (year 2037),  Design Load: HS 20,  Features Intersected: W BR FRENCH CREEK,  Facility Carried by Structure: GREENMAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.899,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 61.0m (200.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 0.8m (2.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Channel: Good,  Operating Rating: 6.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 9.70m (31.82ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2017,  Bridge Improvement Cost: $535,000,  Roadway Improvement Cost: $313,000,  Total Project Cost: $848,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 332513,  Location: 2.8 MI SE OF NINA (Lat: 42.097194,  Lng: -79.658806),  Route carried "on" structure: County highway ,  Year Built: 1953,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 2.93m (9.61ft),  Average Daily Traffic: 146 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 147 (year 2037),  Design Load: HS 20,  Features Intersected: FRENCH CREEK,  Facility Carried by Structure: MARKS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.193,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 61.0m (200.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 0.8m (2.6ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Fair,  Inventory Rating: 83.5 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 29.20m (95.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2017,  Bridge Improvement Cost: $1,276,000,  Roadway Improvement Cost: $748,000,  Total Project Cost: $2,024,000 ( Estimate for 2018),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other
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Structure Number: 332515,  Location: .7 MI SW OF SHELDON CRNRS (Lat: 42.172922,  Lng: -79.663553),  Route carried "on" structure: County highway ,  Year Built: 2010,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 151 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 152 (year 2037),  Design Load: HS 25 or greater,  Features Intersected: TB TWENTYMILE CRK,  Facility Carried by Structure: COUNTY ROAD 13
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.119,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 67.0m (219.8ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 78.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 9.10m (29.86ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2016,  Bridge Improvement Cost: $542,000,  Roadway Improvement Cost: $317,000,  Total Project Cost: $859,000 ( Estimate for 2018),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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