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

Find on map >>

Structure Number: 102777,  Location: 3.9 MI NW JCT US62 & SH62 (Lat: 42.093347,  Lng: -79.242703),  Route carried "on" structure: State highway 60,  Year Built: 1964,  Year Reconstructed: 1991,  Status: Posted for load-capacity,  Structure Length: 28.74m (94.29ft),  Average Daily Traffic: 14,670 (year 2005),  Truck Traffic: 6%,  Average Future Daily Traffic: 17,856 (year 2025),  Features Intersected: W HARRISON STREET, CHADA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.640,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 13,  Length of Maximum Span: 36.5m (119.8ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 9.5m (31.2ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Serious,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 78.6 metric tons,  Inventory Rating: 29.3 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 28.74m (94.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $7,733,000,  Roadway Improvement Cost: $4,486,000,  Total Project Cost: $12,219,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 201437,  Location: .5 MI W JCT SH 394 & SH60 (Lat: 42.097253,  Lng: -79.253744),  Route carried "on" structure: State highway 394,  Year Built: 1990,  Status: Open,  Structure Length: 13.83m (45.37ft),  Average Daily Traffic: 17,982 (year 2005),  Truck Traffic: 6%,  Average Future Daily Traffic: 21,888 (year 2025),  Design Load: HS 20,  Features Intersected: LOCAL ACCESS ROAD, CHADA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.089,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 42.6m (139.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 89.8 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: Meets minimum limits,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.83m (45.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $340,000,  Roadway Improvement Cost: $202,000,  Total Project Cost: $542,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>

Structure Number: 225834,  Location: CITY OF JAMESTOWN-W.THIRD (Lat: 42.094506,  Lng: -79.252494),  Route carried "on" structure: County highway ,  Year Built: 1988,  Status: Open,  Structure Length: 27.91m (91.57ft),  Average Daily Traffic: 9,340 (year 2001),  Truck Traffic: 6%,  Average Future Daily Traffic: 10,530 (year 2021),  Design Load: HS 20,  Features Intersected: STEELE STREET, CHADAKOIN,  Facility Carried by Structure: WEST THIRD STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.965,  Lanes on structure: 4,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 72.2m (236.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 27.91m (91.57ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $146,000,  Roadway Improvement Cost: $87,000,  Total Project Cost: $233,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>

Structure Number: 225835,  Location: AT JAMESTOWN (Lat: 42.093697,  Lng: -79.249169),  Route carried "on" structure: City street ,  Year Built: 1973,  Status: Open,  Structure Length: 2.59m (8.50ft),  Average Daily Traffic: 398 (year 2003),  Truck Traffic: 6%,  Average Future Daily Traffic: 449 (year 2023),  Design Load: HS 20,  Features Intersected: CHADAKOIN RIVER,  Facility Carried by Structure: SPRAGUE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 80.8 metric tons,  Inventory Rating: 29.3 metric tons,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 2.59m (8.50ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2007,  Underwater Inspection Date: October 2006,  Bridge Improvement Cost: $146,000,  Roadway Improvement Cost: $87,000,  Total Project Cost: $233,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 225836,  Location: AT JAMESTOWN (Lat: 42.093875,  Lng: -79.240306),  Route carried "on" structure: City street ,  Year Built: 1920,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 7,447 (year 2003),  Truck Traffic: 6%,  Average Future Daily Traffic: 8,396 (year 2023),  Features Intersected: CHADAKOIN RIVER,  Facility Carried by Structure: SOUTH MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.4m (40.7ft),  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.7m (31.8ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 20.2m (66.3ft)

Condition: Superstructure: Fair,  Substructure: Good,  Channel: Very good,  Operating Rating: 45.9 metric tons,  Inventory Rating: 18.7 metric tons,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.98m (6.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Bridge Improvement Cost: $863,000,  Roadway Improvement Cost: $513,000,  Total Project Cost: $1,376,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 225837,  Location: AT JAMESTOWN (Lat: 42.093600,  Lng: -79.235908),  Route carried "on" structure: County highway ,  Year Built: 1890,  Year Reconstructed: 1971,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 13,848 (year 2001),  Truck Traffic: 6%,  Average Future Daily Traffic: 15,612 (year 2021),  Features Intersected: CHADAKOIN RIVER,  Facility Carried by Structure: HARRISON STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.5m (60.7ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 18.2m (59.7ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 41.5 metric tons,  Inventory Rating: 15.2 metric tons,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.95m (6.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Bridge Improvement Cost: $863,000,  Roadway Improvement Cost: $513,000,  Total Project Cost: $1,376,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 225838,  Location: AT JAMESTOWN (Lat: 42.092286,  Lng: -79.235042),  Route carried "on" structure: County highway ,  Year Built: 1976,  Status: Open,  Structure Length: 1.79m (5.87ft),  Average Daily Traffic: 1,620 (year 2001),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,019 (year 2021),  Features Intersected: CHADAKOIN RIVER,  Facility Carried by Structure: INSTITUTE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.6m (57.7ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Fair,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 16.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.79m (5.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Bridge Improvement Cost: $502,000,  Roadway Improvement Cost: $298,000,  Total Project Cost: $800,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 225839,  Location: AT JAMESTOWN (Lat: 42.093436,  Lng: -79.233406),  Route carried "on" structure: County highway ,  Year Built: 1950,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 14,316 (year 2001),  Truck Traffic: 6%,  Average Future Daily Traffic: 16,140 (year 2021),  Features Intersected: CHADAKOIN RIVER,  Facility Carried by Structure: FOOTE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.2m (59.7ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Fair,  Inventory Rating: 75.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.92m (6.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Bridge Improvement Cost: $1,050,000,  Roadway Improvement Cost: $695,000,  Total Project Cost: $1,745,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 22584,  Location: AT JAMESTOWN (Lat: 42.096706,  Lng: -79.229133),  Route carried "on" structure: County highway ,  Year Built: 2004,  Status: Open,  Structure Length: 2.52m (8.27ft),  Average Daily Traffic: 9,939 (year 1998),  Truck Traffic: 6%,  Average Future Daily Traffic: 11,205 (year 2018),  Design Load: HS 25,  Features Intersected: CHADAKOIN RIVER,  Facility Carried by Structure: HARRISON STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.1m (79.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 10.6m (34.8ft),  Out-to-Out Width: 15.0m (49.2ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Very good,  Channel: Very good,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.52m (8.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $1,050,000,  Roadway Improvement Cost: $695,000,  Total Project Cost: $1,745,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

Find on map >>

Structure Number: 225841,  Location: AT JAMESTOWN (Lat: 42.097339,  Lng: -79.228439),  Route carried "on" structure: County highway ,  Year Built: 2004,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 9,002 (year 1998),  Truck Traffic: 6%,  Average Future Daily Traffic: 10,149 (year 2018),  Design Load: HS 25,  Features Intersected: CHADAKOIN RIVER,  Facility Carried by Structure: WINSOR STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.0m (39.4ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.0m (98.4ft),  Curb or Sidewalk Widths: Left: 2.8m (9.2ft),  Right: 2.8m (9.2ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 98.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 70.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.11m (10.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $1,050,000,  Roadway Improvement Cost: $695,000,  Total Project Cost: $1,745,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

Find on map >>

Structure Number: 225842,  Location: AT JAMESTOWN (Lat: 42.098758,  Lng: -79.225914),  Route carried "on" structure: County highway ,  Year Built: 1974,  Status: Open,  Structure Length: 2.28m (7.48ft),  Average Daily Traffic: 958 (year 2001),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,194 (year 2021),  Design Load: H 20,  Features Intersected: CHADAKOIN RIVER,  Facility Carried by Structure: CHANDLER STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 11.2m (36.7ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Channel: Fair,  Operating Rating: 39.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 2.28m (7.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Bridge Improvement Cost: $1,050,000,  Roadway Improvement Cost: $695,000,  Total Project Cost: $1,745,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 225843,  Location: AT JAMESTOWN (Lat: 42.110139,  Lng: -79.215903),  Route carried "on" structure: City street ,  Year Built: 1930,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 1,003 (year 2001),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,250 (year 2021),  Features Intersected: CHADAKOIN RIVER,  Facility Carried by Structure: HOPKINS AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.3m (33.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Poor,  Operating Rating: 44.5 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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.19m (7.19ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2007,  Underwater Inspection Date: August 2005,  Bridge Improvement Cost: $602,000,  Roadway Improvement Cost: $358,000,  Total Project Cost: $960,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 321246,  Location: TEFANY AVE BOUND TOWN LNS (Lat: 42.113058,  Lng: -79.207300),  Route carried "on" structure: County highway ,  Year Built: 1990,  Status: Open,  Structure Length: 2.95m (9.68ft),  Average Daily Traffic: 5,285 (year 2002),  Truck Traffic: 4%,  Average Future Daily Traffic: 6,585 (year 2022),  Design Load: HS 20,  Features Intersected: CHADAKOIN RIVER,  Facility Carried by Structure: TIFFANY AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.9m (94.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: 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: 23.6 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: 2.95m (9.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Bridge Improvement Cost: $815,000,  Roadway Improvement Cost: $485,000,  Total Project Cost: $1,300,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>

Structure Number: 332622,  Location: 0.3 MI SOUTH OF RT 17 (Lat: 42.122028,  Lng: -79.223133),  Route carried "on" structure: City street ,  Year Built: 1997,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 808 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,007 (year 2026),  Design Load: HS 20,  Features Intersected: MOON BROOK,  Facility Carried by Structure: CURTIS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.0m (19.7ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 78.8 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.91m (2.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $170,000,  Roadway Improvement Cost: $101,000,  Total Project Cost: $271,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 336256,  Location: AT JAMESTOWN (Lat: 42.098328,  Lng: -79.252906),  Route carried "on" structure: County highway ,  Year Built: 2003,  Status: Open,  Structure Length: 3.92m (12.86ft),  Average Daily Traffic: 5,831 (year 1998),  Truck Traffic: 6%,  Average Future Daily Traffic: 6,574 (year 2018),  Design Load: HS 25,  Features Intersected: CHADAKOIN RIVER,  Facility Carried by Structure: FAIRMOUNT AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 13.2m (43.3ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 19.6m (64.3ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 43.4 metric tons,  Inventory Rating: 17.1 metric tons,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.92m (12.86ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Bridge Improvement Cost: $1,473,000,  Roadway Improvement Cost: $876,000,  Total Project Cost: $2,349,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

Find on map >>

Structure Number: 336257,  Location: AT JAMESTOWN (Lat: 42.106911,  Lng: -79.219939),  Route carried "on" structure: County highway ,  Year Built: 1973,  Status: Open,  Structure Length: 1.79m (5.87ft),  Average Daily Traffic: 4,719 (year 2005),  Truck Traffic: 4%,  Average Future Daily Traffic: 6,073 (year 2025),  Features Intersected: CHADAKOIN RIVER,  Facility Carried by Structure: BUFFALO STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.7m (54.8ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 14.7m (48.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.79m (5.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Bridge Improvement Cost: $1,473,000,  Roadway Improvement Cost: $876,000,  Total Project Cost: $2,349,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 102777,  Location: 3.9 MI NW JCT US62 & SH62 (Lat: 42.093347,  Lng: -79.242703),  Route carried "under" structure: County highway ,  Year Built: 1964,  Structure Length: 28.74m (94.29ft),  Average Daily Traffic: 12,122 (year 2006),  Truck Traffic: 6%,  Features Intersected: W HARRISON STREET, CHADA,  Facility Carried by Structure: RTE 60
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.5m (119.8ft)

Find on map >>

Structure Number: 225834,  Location: CITY OF JAMESTOWN-W.THIRD (Lat: 42.094506,  Lng: -79.252494),  Route carried "under" structure: City street ,  Year Built: 1988,  Structure Length: 27.91m (91.57ft),  Average Daily Traffic: 6,000 (year 2007),  Truck Traffic: 4%,  Features Intersected: STEELE STREET, CHADAKOIN,  Facility Carried by Structure: WEST THIRD STREET
Minimum Vertical Clearance: 17.68m (58.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 72.2m (236.9ft)

Find on map >>

Structure Number: 225844,  Location: AT JAMESTOWN ALLEN ST (Lat: 42.108831,  Lng: -79.208831),  Route carried "under" structure: City street ,  Year Built: 1950,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 4,528 (year 1978),  Truck Traffic: 4%,  Features Intersected: ALLEN STREET,  Facility Carried by Structure: PEDESTRIAN WKY
Minimum Vertical Clearance: 6.65m (21.82ft),  Kilometerpoint: 3.347,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Truss - Thru,  Length of Maximum Span: 21.3m (69.9ft)

Find on map >>

Structure Number: 7707581,  Location: AT JAMESTOWN,W SECOND ST (Lat: 42.094356,  Lng: -79.248300),  Route carried "under" structure: City street ,  Year Built: 1915,  Structure Length: 1.85m (6.07ft),  Average Daily Traffic: 2,489 (year 1978),  Truck Traffic: 6%,  Features Intersected: W SECOND STREET,  Facility Carried by Structure: WESTERN NY & PENN
Minimum Vertical Clearance: 3.83m (12.57ft),  Kilometerpoint: 0.129,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 16.4m (53.8ft)

Find on map >>

Structure Number: 7707582,  Location: AT JAMESTOWN,W SECOND ST (Lat: 42.094247,  Lng: -79.248367),  Route carried "under" structure: City street ,  Year Built: 1915,  Structure Length: 1.85m (6.07ft),  Average Daily Traffic: 2,489 (year 1978),  Truck Traffic: 6%,  Features Intersected: W SECOND STREET,  Facility Carried by Structure: WESTERN NY & PENN
Minimum Vertical Clearance: 3.93m (12.89ft),  Kilometerpoint: 0.129,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 16.4m (53.8ft)

Find on map >>

Structure Number: 770759,  Location: AT JAMESTOWN -MAIN STREET (Lat: 42.094414,  Lng: -79.240683),  Route carried "under" structure: City street ,  Year Built: 1924,  Structure Length: 35.29m (115.78ft),  Average Daily Traffic: 21,619 (year 2007),  Truck Traffic: 6%,  Features Intersected: MAIN STREET,  Facility Carried by Structure: WESTERN NY & PENN
Minimum Vertical Clearance: 3.73m (12.24ft),  Kilometerpoint: 2.188,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 17.6m (57.7ft)

Find on map >>

Structure Number: 77076,  Location: AT JAMESTOWN,FOOTE AVENUE (Lat: 42.095258,  Lng: -79.233764),  Route carried "under" structure: City street ,  Year Built: 1926,  Structure Length: 1.70m (5.58ft),  Average Daily Traffic: 6,272 (year 1977),  Truck Traffic: 4%,  Features Intersected: FOOTE AVENUE,  Facility Carried by Structure: WESTERN NY & PENN
Minimum Vertical Clearance: 3.96m (12.99ft),  Kilometerpoint: 0.756,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 10.6m (34.8ft)

Find on map >>

Structure Number: 770761,  Location: AT JAMESTOWN,WINSOR ST (Lat: 42.098442,  Lng: -79.229133),  Route carried "under" structure: City street ,  Year Built: 1890,  Structure Length: 2.62m (8.60ft),  Average Daily Traffic: 10,158 (year 1978),  Truck Traffic: 6%,  Features Intersected: WINSOR STREET,  Facility Carried by Structure: WESTERN NY & PENN
Minimum Vertical Clearance: 3.88m (12.73ft),  Kilometerpoint: 0.434,  Lanes under structure: 2,  Material/Design: Aluminum, Iron,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 14.9m (48.9ft)

Find on map >>

Structure Number: 770762,  Location: AT JAMESTOWN,BUFFALO ST (Lat: 42.106919,  Lng: -79.218411),  Route carried "under" structure: City street ,  Year Built: 1927,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 5,396 (year 1978),  Truck Traffic: 4%,  Features Intersected: BUFFALO STREET,  Facility Carried by Structure: WESTERN NY & PENN
Minimum Vertical Clearance: 3.91m (12.83ft),  Kilometerpoint: 2.011,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 25.2m (82.7ft)