Jump to a detailed profile or search site with Google Custom Search

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


  • National Bridge Inventory (NBI) Statistics
  • 30Number of bridges
  • 226ft / 69mTotal length
  • $61,824,000Total costs
  • 65,749Total average daily traffic
  • 9,675Total average daily truck traffic
  • 30,709Total future (year 2037) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for Sherman
  • No street view available for this location

New bridges in Sherman, NY - historical statistics
  • New bridges - historical statistics
  • 11920-1929
  • 41930-1939
  • 11960-1969
  • 71970-1979
  • 91980-1989
  • 71990-1999
  • 12010-2018
Average Bridge Daily Traffic in Sherman, NY
Average Bridge Truck Traffic in Sherman, NY
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 4.5%Excellent
  • 40.9%Very good
  • 40.9%Good
  • 9.1%Satisfactory
  • 4.5%Fair
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 9.1%Excellent
  • 31.8%Very good
  • 31.8%Good
  • 18.2%Satisfactory
  • 9.1%Fair
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 4.5%Excellent
  • 18.2%Very good
  • 50.0%Good
  • 13.6%Satisfactory
  • 9.1%Fair
  • 4.5%Poor
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 5.9%Excellent
  • 17.6%Very good
  • 47.1%Good
  • 23.5%Satisfactory
  • 5.9%Fair
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 33.3%Very good
  • 33.3%Good
  • 33.3%Satisfactory
Find on map >>   Show street view

Structure Number: 102998,  Location: 2.6 MI N JCT SH76 & SH474 (Lat: 42.109431,  Lng: -79.586814),  Route carried "on" structure: State highway 76,  Year Built: 1934,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 875 (year 2016),  Truck Traffic: 19%,  Average Future Daily Traffic: 883 (year 2037),  Features Intersected: ALDER BOTTM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.216,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 61.0m (200.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 8.20m (26.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2017,  Bridge Improvement Cost: $497,000,  Roadway Improvement Cost: $291,000,  Total Project Cost: $788,000 ( Estimate for 2018),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other
Find on map >>   Show street view

Structure Number: 106028,  Location: 0.4 MI N JCT RTS 76 & 17 (Lat: 42.158425,  Lng: -79.595497),  Route carried "on" structure: State highway 76,  Year Built: 1934,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 2,324 (year 2016),  Truck Traffic: 12%,  Average Future Daily Traffic: 2,347 (year 2037),  Design Load: HS 20,  Features Intersected: FRENCH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.863,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 94.0m (308.4ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 0.9m (3.0ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 35.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 20.40m (66.93ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: November 2017,  Critical Feature Inspection Date: November 2017,  Bridge Improvement Cost: $1,193,000,  Roadway Improvement Cost: $699,000,  Total Project Cost: $1,892,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
Find on map >>   Show street view

Structure Number: 107141,  Location: JCT.RTES 76 & 17 (Lat: 42.153236,  Lng: -79.593247),  Route carried "on" structure: State highway 76,  Year Built: 1982,  Status: Open,  Structure Length: 7.62m (25.00ft),  Average Daily Traffic: 2,324 (year 2016),  Truck Traffic: 19%,  Average Future Daily Traffic: 2,347 (year 2037),  Design Load: HS 20,  Features Intersected: RTE I86
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.203,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 195.0m (639.8ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 37.7m (123.7ft),  Curb-To-Curb Width: 19.2m (63.0ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.9 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 desirable criteria,  Length Of Structure Improvement: 76.20m (250.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2017,  Bridge Improvement Cost: $6,085,000,  Roadway Improvement Cost: $3,564,000,  Total Project Cost: $9,649,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing
Find on map >>   Show street view

Structure Number: 107141,  Location: JCT.RTES 76 & 17 (Lat: 42.153236,  Lng: -79.593247),  Route carried "under" structure: Interstate 86,  Year Built: 1982,  Structure Length: 0. m,  Average Daily Traffic: 1 (year 2017),  Features Intersected: RTE I86,  Facility Carried by Structure: RTE 76
Minimum Vertical Clearance: 5.68m (18.64ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.7m (123.7ft)

Find on map >>   Show street view

Structure Number: 107143,  Location: .7 MI E JCT SH 76 & I86 (Lat: 42.156656,  Lng: -79.580258),  Route carried "on" structure: Other road ,  Year Built: 1982,  Status: Open,  Structure Length: 8.66m (28.41ft),  Average Daily Traffic: 301 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 304 (year 2037),  Design Load: HS 20,  Features Intersected: RTE I86,  Facility Carried by Structure: ARMENIAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.296,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 91.0m (298.6ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 42.9m (140.7ft),  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: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.5 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: 86.50m (283.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2017,  Bridge Improvement Cost: $3,898,000,  Roadway Improvement Cost: $2,283,000,  Total Project Cost: $6,181,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing
Find on map >>   Show street view

Structure Number: 107143,  Location: .7 MI E JCT SH 76 & I86 (Lat: 42.156656,  Lng: -79.580258),  Route carried "under" structure: Interstate 86,  Year Built: 1982,  Structure Length: 0. m,  Average Daily Traffic: 1 (year 2017),  Features Intersected: RTE I86,  Facility Carried by Structure: ARMENIAN ROAD
Minimum Vertical Clearance: 5.71m (18.73ft),  Kilometerpoint: 44.891,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.9m (140.7ft)

Find on map >>   Show street view

Structure Number: 1071441,  Location: 1.5 MI E JCT RTS 17 & 76 (Lat: 42.156803,  Lng: -79.565850),  Route carried "on" structure: Interstate 86,  Year Built: 1996,  Status: Open,  Structure Length: 3.78m (12.40ft),  Average Daily Traffic: 3,896 (year 2014),  Truck Traffic: 26%,  Design Load: HS 25 or greater,  Features Intersected: FRENCH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.712,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.5m (119.8ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Excellent,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 37.70m (123.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2017,  Bridge Improvement Cost: $1,456,000,  Roadway Improvement Cost: $852,000,  Total Project Cost: $2,308,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing
Find on map >>   Show street view

Structure Number: 1071442,  Location: 1.5MI.E.JCT.RTES 76 & 17 (Lat: 42.156328,  Lng: -79.565881),  Route carried "on" structure: Interstate 86,  Year Built: 1982,  Status: Open,  Structure Length: 0.39m (1.28ft),  Average Daily Traffic: 4,927 (year 2017),  Truck Traffic: 22%,  Average Future Daily Traffic: 4,976 (year 2037),  Design Load: HS 20,  Features Intersected: FRENCH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.712,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 1.4m (4.6ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 75.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 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,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.39m (1.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2017,  Bridge Improvement Cost: $1,433,000,  Roadway Improvement Cost: $839,000,  Total Project Cost: $2,272,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing
Find on map >>   Show street view

Structure Number: 1071451,  Location: 1.6 MI E JCT I86 & SH 76 (Lat: 42.156819,  Lng: -79.562794),  Route carried "on" structure: Interstate 86,  Year Built: 1996,  Status: Open,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 3,896 (year 2014),  Truck Traffic: 26%,  Design Load: HS 25 or greater,  Features Intersected: WAIT CORNERS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.409,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.5m (119.8ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 89.8 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: 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,  Length Of Structure Improvement: 38.10m (125.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2017,  Bridge Improvement Cost: $1,530,000,  Roadway Improvement Cost: $896,000,  Total Project Cost: $2,426,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing
Find on map >>   Show street view

Structure Number: 1071452,  Location: 1.6 MI E JCT I86 & SH 37 (Lat: 42.156331,  Lng: -79.562364),  Route carried "on" structure: Interstate 86,  Year Built: 1982,  Status: Open,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 4,927 (year 2017),  Truck Traffic: 22%,  Average Future Daily Traffic: 4,976 (year 2037),  Design Load: HS 20,  Features Intersected: WAIT CORNERS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.409,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 125.0m (410.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.6m (103.7ft),  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: 61.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to 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: 32.60m (106.96ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2017,  Bridge Improvement Cost: $1,654,000,  Roadway Improvement Cost: $969,000,  Total Project Cost: $2,623,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing
Find on map >>   Show street view

Structure Number: 1071471,  Location: 3.5 MI E JCT RTS 76 & 17 (Lat: 42.155656,  Lng: -79.526536),  Route carried "on" structure: Interstate 86,  Year Built: 1996,  Status: Open,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 3,896 (year 2014),  Truck Traffic: 26%,  Design Load: HS 25 or greater,  Features Intersected: TOWN LINE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.402,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 3.2m (10.5ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Good,  Operating Rating: 82.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 32.60m (106.96ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2017,  Bridge Improvement Cost: $1,857,000,  Roadway Improvement Cost: $1,087,000,  Total Project Cost: $2,944,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing
Find on map >>   Show street view

Structure Number: 1071472,  Location: 3.5MI.E.JCT.RTES 76 & 17 (Lat: 42.154747,  Lng: -79.526564),  Route carried "on" structure: Interstate 86,  Year Built: 1982,  Status: Open,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 4,927 (year 2017),  Truck Traffic: 22%,  Average Future Daily Traffic: 4,976 (year 2037),  Design Load: HS 20,  Features Intersected: TOWN LINE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.402,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 125.0m (410.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 2.8m (9.2ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 84.4 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: 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: 28.30m (92.85ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2017,  Bridge Improvement Cost: $1,949,000,  Roadway Improvement Cost: $1,141,000,  Total Project Cost: $3,090,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing
Find on map >>   Show street view

Structure Number: 1091781,  Location: 2.2 MI E JCT SH 430 & I86 (Lat: 42.146769,  Lng: -79.612750),  Route carried "on" structure: Interstate 86,  Year Built: 1973,  Status: Open,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 3,619 (year 2014),  Truck Traffic: 27%,  Design Load: HS 20,  Features Intersected: FRENCH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.888,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 128.0m (419.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 28.30m (92.85ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2017,  Bridge Improvement Cost: $1,246,000,  Roadway Improvement Cost: $730,000,  Total Project Cost: $1,976,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Find on map >>   Show street view

Structure Number: 1091782,  Location: 2.2 MI E JCT SH 430 & I86 (Lat: 42.145883,  Lng: -79.613028),  Route carried "on" structure: Interstate 86,  Year Built: 1973,  Status: Open,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 4,563 (year 2017),  Truck Traffic: 23%,  Average Future Daily Traffic: 4,608 (year 2037),  Design Load: HS 20,  Features Intersected: FRENCH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.888,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 128.0m (419.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 28.30m (92.85ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2017,  Bridge Improvement Cost: $1,713,000,  Roadway Improvement Cost: $1,003,000,  Total Project Cost: $2,715,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >>   Show street view

Structure Number: 109179,  Location: 1 MI SW JCT I86 & SH 76 (Lat: 42.145831,  Lng: -79.608908),  Route carried "on" structure: County highway ,  Year Built: 1973,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 605 (year 2013),  Truck Traffic: 12%,  Average Future Daily Traffic: 611 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: RTE I86,  Facility Carried by Structure: RELOCATED HART RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.819,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 131.0m (429.8ft),  Skew: 2 degrees,  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: 13.1m (43.0ft),  Out-to-Out Width: 1.4m (4.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 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: Meets minimum limits,  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: $2,628,000,  Roadway Improvement Cost: $1,539,000,  Total Project Cost: $4,167,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Find on map >>   Show street view

Structure Number: 109179,  Location: 1 MI SW JCT I86 & SH 76 (Lat: 42.145831,  Lng: -79.608908),  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: RELOCATED HART RD
Minimum Vertical Clearance: 5.56m (18.24ft),  Kilometerpoint: 13.226,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.1m (125.0ft)

Find on map >>   Show street view

Structure Number: 10918,  Location: 1 MI SW JCT I86 & SH 76 (Lat: 42.146683,  Lng: -79.608386),  Route carried "on" structure: County highway ,  Year Built: 1973,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 605 (year 2013),  Truck Traffic: 12%,  Average Future Daily Traffic: 611 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: RTE I86, STE WB LANE,  Facility Carried by Structure: RELOCATED HART RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.915,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 131.0m (429.8ft),  Skew: 2 degrees,  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: 13.1m (43.0ft),  Out-to-Out Width: 1.4m (4.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 39.60m (129.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2017,  Bridge Improvement Cost: $2,628,000,  Roadway Improvement Cost: $1,539,000,  Total Project Cost: $4,167,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Find on map >>   Show street view

Structure Number: 10918,  Location: 1 MI SW JCT I86 & SH 76 (Lat: 42.146683,  Lng: -79.608386),  Route carried "under" structure: Interstate 86,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 7,089 (year 1998),  Features Intersected: RTE I86, STE WB LANE,  Facility Carried by Structure: RELOCATED HART RD
Minimum Vertical Clearance: 5.59m (18.34ft),  Kilometerpoint: 13.226,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.1m (125.0ft)

Find on map >>   Show street view

Structure Number: 10918,  Location: 1 MI SW JCT I86 & SH 76 (Lat: 42.146683,  Lng: -79.608386),  Route carried "under" structure: State highway ,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 5,850 (year 1991),  Features Intersected: RTE I86, STE WB LANE,  Facility Carried by Structure: RELOCATED HART RD
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 13.226,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.1m (125.0ft)

Find on map >>   Show street view

Structure Number: 307146,  Location: 1.7 MI E JCT RTS 76 & 17 (Lat: 42.155881,  Lng: -79.561986),  Route carried "on" structure: Other road ,  Year Built: 1982,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 206 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 208 (year 2037),  Design Load: HS 20,  Features Intersected: OVERFLOW CHANNEL,  Facility Carried by Structure: WAIT CORNERS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.109,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.9m (12.8ft)

Condition: Channel: Satisfactory,  Culverts: Very good,  Operating Rating: 75.4 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 desirable criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.20m (26.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2017,  Bridge Improvement Cost: $224,000,  Roadway Improvement Cost: $131,000,  Total Project Cost: $356,000 ( Estimate for 2018),  Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >>   Show street view

Structure Number: 332548,  Location: 0.6 MI SW OF SHELDON CNRS (Lat: 42.174697,  Lng: -79.662450),  Route carried "on" structure: County highway ,  Year Built: 2017,  Status: Open,  Structure Length: 1.02m (3.35ft),  Average Daily Traffic: 151 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 152 (year 2037),  Features Intersected: BR TWENTYMILE CRK,  Facility Carried by Structure: COUNTY ROAD 13
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.344,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 55.0m (180.4ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.6m (31.5ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Good,  Operating Rating: 79.4 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: Superior to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 10.20m (33.46ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2017,  Bridge Improvement Cost: $398,000,  Roadway Improvement Cost: $233,000,  Total Project Cost: $632,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >>   Show street view

Structure Number: 332556,  Location: 3.4 MILES SW OF SHERMAN (Lat: 42.107264,  Lng: -79.625447),  Route carried "on" structure: County highway ,  Year Built: 1990,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 821 (year 2013),  Truck Traffic: 14%,  Average Future Daily Traffic: 829 (year 2037),  Design Load: HS 20,  Features Intersected: ALDER BOTTOM CRK,  Facility Carried by Structure: CLYMER HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.072,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 91.0m (298.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.7m (77.8ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 7.8 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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 24.30m (79.72ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2017,  Bridge Improvement Cost: $1,077,000,  Roadway Improvement Cost: $631,000,  Total Project Cost: $1,708,000 ( Estimate for 2018),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other
Find on map >>   Show street view

Structure Number: 332557,  Location: 2.6 MI NW OF N CLYMER (Lat: 42.103114,  Lng: -79.607319),  Route carried "on" structure: County highway ,  Year Built: 1962,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 157 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 158 (year 2037),  Features Intersected: ALDER BOTTOM CRK,  Facility Carried by Structure: COUNTY ROAD 4
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.738,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 67.0m (219.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.5m (60.7ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Channel: Good,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 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: 19.20m (62.99ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2017,  Critical Feature Inspection Date: August 2017,  Underwater Inspection Date: July 2013,  Bridge Improvement Cost: $3,023,000,  Roadway Improvement Cost: $1,770,000,  Total Project Cost: $4,793,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >>   Show street view

Structure Number: 332558,  Location: 2.3 MI NW OF NORTH CLYMER (Lat: 42.103242,  Lng: -79.593333),  Route carried "on" structure: County highway ,  Year Built: 1992,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 157 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 158 (year 2037),  Design Load: H 20,  Features Intersected: TB ALDERBOTTOM CK,  Facility Carried by Structure: COUNTY ROAD 322
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.864,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 61.0m (200.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.4m (17.7ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 73.7 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.10m (39.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2016,  Bridge Improvement Cost: $205,000,  Roadway Improvement Cost: $120,000,  Total Project Cost: $325,000 ( Estimate for 2018),  Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >>   Show street view

Structure Number: 332559,  Location: 2.6 MI SW OF SHERMAN (Lat: 42.118806,  Lng: -79.621011),  Route carried "on" structure: Other road ,  Year Built: 1993,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 276 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 278 (year 2037),  Design Load: HS 20,  Features Intersected: FRENCH CREEK,  Facility Carried by Structure: BAILEY HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.915,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 76.0m (249.3ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Inventory Rating: 78.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 20.10m (65.94ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2017,  Bridge Improvement Cost: $1,021,000,  Roadway Improvement Cost: $598,000,  Total Project Cost: $1,619,000 ( Estimate for 2018),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
Find on map >>   Show street view

Structure Number: 33256,  Location: 1.6 MI SW OF SHERMAN (Lat: 42.134158,  Lng: -79.617989),  Route carried "on" structure: Other road ,  Year Built: 1930,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 315 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 318 (year 2037),  Design Load: HS 20,  Features Intersected: FRENCH CREEK,  Facility Carried by Structure: BARCELONA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.064,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 49.0m (160.8ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 16.7m (54.8ft),  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 5.3m (17.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Inventory Rating: 60.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 22.50m (73.82ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2017,  Critical Feature Inspection Date: July 2017,  Bridge Improvement Cost: $575,000,  Roadway Improvement Cost: $337,000,  Total Project Cost: $912,000 ( Estimate for 2018),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >>   Show street view

Structure Number: 332561,  Location: 0.7 MI NE JCT RTS 76 & 17 (Lat: 42.158069,  Lng: -79.581122),  Route carried "on" structure: Other road ,  Year Built: 1980,  Status: Open,  Structure Length: 3.54m (11.61ft),  Average Daily Traffic: 301 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 304 (year 2037),  Design Load: HS 20,  Features Intersected: FRENCH CREEK,  Facility Carried by Structure: ARMENIAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.537,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 1.7m (5.6ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 1.1m (3.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 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: 35.30m (115.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2017,  Bridge Improvement Cost: $1,122,000,  Roadway Improvement Cost: $657,000,  Total Project Cost: $1,779,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing
Find on map >>   Show street view

Structure Number: 332562,  Location: 3.4 MILES SE OF MINA (Lat: 42.104617,  Lng: -79.632781),  Route carried "on" structure: County highway ,  Year Built: 1935,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 222 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 224 (year 2037),  Features Intersected: TRB TO FRENCH CRK,  Facility Carried by Structure: COUNTY ROAD 4
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.399,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 55.0m (180.4ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 0.7m (2.3ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 5.9 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.60m (24.93ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2017,  Bridge Improvement Cost: $254,000,  Roadway Improvement Cost: $149,000,  Total Project Cost: $403,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >>   Show street view

Structure Number: 332596,  Location: 2.2 MILES W OF SUMMERDALE (Lat: 42.216533,  Lng: -79.615325),  Route carried "on" structure: County highway ,  Year Built: 1999,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 452 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 456 (year 2037),  Design Load: HS 25 or greater,  Features Intersected: BR CHAUTAUQUA CRK,  Facility Carried by Structure: SHERMAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.942,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 67.0m (219.8ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 0.7m (2.3ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 77.6 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: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 7.30m (23.95ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2017,  Bridge Improvement Cost: $290,000,  Roadway Improvement Cost: $170,000,  Total Project Cost: $460,000 ( Estimate for 2018),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other
Find on map >>   Show street view

Structure Number: 332612,  Location: AT VILLAGE OF SHERMAN (Lat: 42.157631,  Lng: -79.597311),  Route carried "on" structure: County highway ,  Year Built: 1927,  Status: Posted for load-capacity,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 976 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 985 (year 2037),  Features Intersected: TRIB FRENCH CREEK,  Facility Carried by Structure: COUNTY ROAD 15
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.508,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 61.0m (200.1ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.6m (70.9ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 23.10m (75.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2016,  Bridge Improvement Cost: $1,034,000,  Roadway Improvement Cost: $605,000,  Total Project Cost: $1,639,000 ( Estimate for 2018),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
Discuss Sherman, New York (NY) on our hugely popular New York forum.


City-data.com does not guarantee the accuracy or timeliness of any information on this site.  Use at your own risk.
Some parts © 2020 Advameg, Inc.