 |
 |
Bridge Statistics for Tyre, New York (NY) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Tyre, NY, New York, New York forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 23 Total length: 203 meters (666ft) Total costs: $50,036,000 Total average daily traffic: 344,501 Total average daily truck traffic: 75,884 National Bridge Inventory (NBI) Registered Bridges for Tyre
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 102179, Location: .8 MI SE JCT SH31&WYNE CL (Lat: 43.020328, Lng: -76.728808), Route carried "on" structure: State highway 31, Year Built: 1997, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1,868 (year 2005), Truck Traffic: 10%, Average Future Daily Traffic: 2,067 (year 2025), Design Load: HS 25, Features Intersected: TRIB SENECA RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.829, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft) Condition: Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 73.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $180,000, Roadway Improvement Cost: $107,000, Total Project Cost: $287,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 103432, Location: JCT OF RTS 89 + I-90 (Lat: 42.985964, Lng: -76.769900), Route carried "on" structure: State highway 89, Year Built: 1953, Year Reconstructed: 1994, Status: Open, Structure Length: 6.58m (21.59ft), Average Daily Traffic: 1,139 (year 2006), Truck Traffic: 9%, Average Future Daily Traffic: 1,406 (year 2026), Design Load: HS 20+Mod, Features Intersected: RTE I90 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 54.352, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Toll Authority, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.58m (21.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $1,426,000, Roadway Improvement Cost: $848,000, Total Project Cost: $2,274,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 104815, Location: JCT SH 414 & I90 (Lat: 42.967853, Lng: -76.847169), Route carried "on" structure: State highway 414, Year Built: 2000, Status: Open, Structure Length: 7.01m (23.00ft), Average Daily Traffic: 2,416 (year 2002), Truck Traffic: 9%, Average Future Daily Traffic: 2,983 (year 2022), Design Load: HS 25, Features Intersected: RTE I90 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 53.544, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Toll Authority, Approaching Roadway Width: 11.8m (38.7ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 77.1 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: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.01m (23.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Bridge Improvement Cost: $1,000, Total Project Cost: $1,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Galvanized Reinforcing Find on map >>
Structure Number: 331399, Location: 4.6 MI N OF SENECA FALLS (Lat: 42.991814, Lng: -76.803292), Route carried "on" structure: County highway , Year Built: 1950, Status: Open, Structure Length: 1.15m (3.77ft), Average Daily Traffic: 330 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 414 (year 2027), Features Intersected: BLACK BROOK, Facility Carried by Structure: CR 101 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.8m (15.7ft), Skew: 9 degrees, Material/Design: Concrete, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.6m (34.8ft), Curb or Sidewalk Widths: Left: 1.0m (3.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 7.3m (24.0ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 63.2 metric tons, Inventory Rating: 26.7 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.15m (3.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Bridge Improvement Cost: $182,000, Roadway Improvement Cost: $108,000, Total Project Cost: $290,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 336155, Location: 6.5 MI N OF SENECA FALLS (Lat: 42.996975, Lng: -76.761569), Route carried "on" structure: County highway , Year Built: 2003, Status: Open, Structure Length: 7.83m (25.69ft), Average Daily Traffic: 150 (year 1999), Truck Traffic: 6%, Average Future Daily Traffic: 188 (year 2019), Design Load: HS 25, Features Intersected: CLYDE RIVER, Facility Carried by Structure: MAYS POINT RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.6m (21.7ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.6m (24.9ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 73.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 7.83m (25.69ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2007, Underwater Inspection Date: July 2000, Bridge Improvement Cost: $1,280,000, Roadway Improvement Cost: $761,000, Total Project Cost: $2,041,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 400197, Location: JCT US 20 & CAY & SEN CNL (Lat: 42.963047, Lng: -76.737867), Route carried "on" structure: State highway 5, Year Built: 1932, Year Reconstructed: 1970, Status: Open, Structure Length: 9.60m (31.50ft), Average Daily Traffic: 10,029 (year 1998), Truck Traffic: 10%, Average Future Daily Traffic: 13,395 (year 2018), Design Load: H 20, Features Intersected: CAY & SEN CANAL Minimum Vertical Clearance: 4.41m (14.47ft), Kilometerpoint: 22.960, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Navigation Control: Yes ( Vertical Clearance: 4.5m (14.8ft), Horizontal Clearance: 36.5m (119.8ft)), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 38.1m (125.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.2m (43.3ft) Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Channel: Good, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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: 9.60m (31.50ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2007, Critical Feature Inspection Date: October 2007, Underwater Inspection Date: June 2007, Bridge Improvement Cost: $2,741,000, Roadway Improvement Cost: $1,590,000, Total Project Cost: $4,331,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 40218, Location: JCT SH 31 & CAY & SEN CNL (Lat: 43.017589, Lng: -76.712150), Route carried "on" structure: State highway 31, Year Built: 1949, Year Reconstructed: 1968, Status: Posted for load-capacity, Structure Length: 15.30m (50.20ft), Average Daily Traffic: 1,868 (year 2005), Truck Traffic: 10%, Average Future Daily Traffic: 2,067 (year 2025), Design Load: H 20, Features Intersected: CAY & SEN CANAL Minimum Vertical Clearance: 4.54m (14.90ft), Kilometerpoint: 2.756, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.3m (33.8ft), Navigation Control: Yes ( Vertical Clearance: 6.0m (19.7ft), Horizontal Clearance: 45.7m (149.9ft)), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 76.2m (250.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 11.2m (36.7ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum 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: 15.30m (50.20ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2006, Critical Feature Inspection Date: October 2006, Underwater Inspection Date: June 2003, Bridge Improvement Cost: $1,884,000, Roadway Improvement Cost: $1,093,000, Total Project Cost: $2,977,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 406041, Location: .8 MI NE JCT SH 89 & I90 (Lat: 42.997789, Lng: -76.764242), Route carried "on" structure: State highway 89, Year Built: 1969, Status: Open, Structure Length: 38.86m (127.49ft), Average Daily Traffic: 1,139 (year 2006), Truck Traffic: 9%, Average Future Daily Traffic: 1,406 (year 2026), Design Load: H 20, Features Intersected: ERIE CANAL, CLYDE RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 55.800, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Navigation Control: Yes ( Vertical Clearance: 6.7m (22.0ft), Horizontal Clearance: 39.9m (130.9ft)), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 48.1m (157.8ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 10.6m (34.8ft), Out-to-Out Width: 11.5m (37.7ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Very good, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 38.86m (127.49ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2006, Underwater Inspection Date: June 2007, Bridge Improvement Cost: $9,690,000, Roadway Improvement Cost: $5,621,000, Total Project Cost: $15,311,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 443501, Location: 2.3 MI NW JCT SH 89 & CNL (Lat: 43.020811, Lng: -76.798517), Route carried "on" structure: County highway , Year Built: 1914, Year Reconstructed: 1951, Status: Posted for load, Structure Length: 9.38m (30.77ft), Average Daily Traffic: 284 (year 1999), Truck Traffic: 9%, Average Future Daily Traffic: 351 (year 2019), Features Intersected: ERIE CNL/CLYDE RV, Facility Carried by Structure: ARMITAGE ROAD Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 5.7m (18.7ft), Navigation Control: Yes ( Vertical Clearance: 4.8m (15.7ft), Horizontal Clearance: 53.3m (174.9ft)), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 55.1m (180.8ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 5.3m (17.4ft) Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: High priority of replacement, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 9.38m (30.77ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2007, Critical Feature Inspection Date: October 2007, Underwater Inspection Date: December 2006, Bridge Improvement Cost: $1,078,000, Roadway Improvement Cost: $641,000, Total Project Cost: $1,719,000 ( Estimate for 2007), Deck Structure Type: Open Grating Find on map >>
Structure Number: 4435021, Location: JCT I-90 WB+CAYUGA CL + C (Lat: 42.997983, Lng: -76.730761), Route carried "on" structure: Interstate 90, Year Built: 1953, Status: Open, Structure Length: 18.89m (61.98ft), Average Daily Traffic: 33,869 (year 2007), Truck Traffic: 23%, Average Future Daily Traffic: 51,701 (year 2027), Design Load: HS 20+Mod, Features Intersected: SENECA RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.243, Lanes on structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 11.2m (36.7ft), Skew: 2 degrees, Navigation Control: Yes ( Vertical Clearance: 6.0m (19.7ft), Horizontal Clearance: 82.2m (269.7ft)), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 3, Length of Maximum Span: 82.2m (269.7ft), Curb-To-Curb Width: 16.0m (52.5ft), Out-to-Out Width: 17.0m (55.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 44.5 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 18.89m (61.98ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2006, Critical Feature Inspection Date: May 2006, Underwater Inspection Date: November 1995, Bridge Improvement Cost: $1,078,000, Roadway Improvement Cost: $641,000, Total Project Cost: $1,719,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 4435022, Location: JCT I90EB/CAYUGA CL & CNL (Lat: 42.997628, Lng: -76.730819), Route carried "on" structure: Interstate 90, Year Built: 1953, Status: Open, Structure Length: 18.89m (61.98ft), Average Daily Traffic: 24,500 (year 1990), Truck Traffic: 23%, Average Future Daily Traffic: 37,399 (year 2010), Design Load: HS 20+Mod, Features Intersected: SENECA RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 504.952, Lanes on structure: 2, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 11.2m (36.7ft), Skew: 2 degrees, Navigation Control: Yes ( Vertical Clearance: 6.0m (19.7ft), Horizontal Clearance: 82.2m (269.7ft)), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 5, Length of Maximum Span: 53.3m (174.9ft), Curb-To-Curb Width: 16.2m (53.1ft), Out-to-Out Width: 17.1m (56.1ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 44.5 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 18.89m (61.98ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2007, Critical Feature Inspection Date: May 2007, Underwater Inspection Date: November 1995, Bridge Improvement Cost: $3,554,000, Roadway Improvement Cost: $2,011,000, Total Project Cost: $5,565,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 5510399, Location: 4.0 MI NW OF FOSTERVILLE (Lat: 43.000303, Lng: -76.720931), Route carried "on" structure: Interstate 90, Year Built: 1954, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 33,335 (year 2000), Truck Traffic: 23%, Average Future Daily Traffic: 50,886 (year 2020), Design Load: HS 20+Mod, Features Intersected: OLD SENECA RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 180.803, Lanes on structure: 4, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 23.8m (78.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 36.7m (120.4ft), Out-to-Out Width: 37.5m (123.0ft) Condition: Channel: Good, Culverts: Fair, Operating Rating: 76.4 metric tons, Inventory Rating: 29.3 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Bridge Improvement Cost: $984,000, Roadway Improvement Cost: $585,000, Total Project Cost: $1,569,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 55104, Location: 4 MI NOR SENECA FALLS (Lat: 42.980008, Lng: -76.798008), Route carried "on" structure: County highway , Year Built: 1998, Status: Open, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 400 (year 1987), Truck Traffic: 6%, Average Future Daily Traffic: 502 (year 2007), Design Load: HS 25, Features Intersected: RTE I90, Facility Carried by Structure: GRAVEL ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.4m (34.1ft) Condition: Deck: Very good, Superstructure: Excellent, Substructure: Very good, Inventory Rating: 70.8 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.22m (20.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Bridge Improvement Cost: $984,000, Roadway Improvement Cost: $585,000, Total Project Cost: $1,569,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Galvanized Reinforcing Find on map >>
Structure Number: 551041, Location: 1.5 MI E OF EXIT 41 (Lat: 42.976797, Lng: -76.803872), Route carried "on" structure: Interstate 90, Year Built: 1953, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 33,869 (year 2007), Truck Traffic: 23%, Average Future Daily Traffic: 51,701 (year 2027), Design Load: HS 20+Mod, Features Intersected: BLACK BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.751, Lanes on structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 23.2m (76.1ft), Skew: 13 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Out-to-Out Width: 81.9m (268.7ft) Condition: Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 77.5 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $1,397,000, Roadway Improvement Cost: $831,000, Total Project Cost: $2,228,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 551042, Location: 1.5MI E OF EXIT41 (Lat: 42.972156, Lng: -76.816867), Route carried "on" structure: City street , Year Built: 1953, Status: Open, Structure Length: 7.16m (23.49ft), Average Daily Traffic: 211 (year 2003), Truck Traffic: 6%, Average Future Daily Traffic: 265 (year 2023), Design Load: HS 20+Mod, Features Intersected: RTE I90, Facility Carried by Structure: MID.BLACK BROOK R Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.8m (74.8ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Fair, Superstructure: 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: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 7.16m (23.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Bridge Improvement Cost: $1,551,000, Roadway Improvement Cost: $922,000, Total Project Cost: $2,473,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 551043, Location: 1.6 MI E OF EXIT 41 TOLL (Lat: 42.969781, Lng: -76.828592), Route carried "on" structure: City street , Year Built: 1999, Status: Open, Structure Length: 6.16m (20.21ft), Average Daily Traffic: 96 (year 1999), Truck Traffic: 6%, Average Future Daily Traffic: 121 (year 2019), Design Load: HS 25, Features Intersected: RTE I90, Facility Carried by Structure: BLACK BROOK RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.4m (34.1ft) Condition: Deck: Excellent, Superstructure: Very good, Substructure: Excellent, Inventory Rating: 68.0 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: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 6.16m (20.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $1,551,000, Roadway Improvement Cost: $922,000, Total Project Cost: $2,473,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Galvanized Reinforcing Find on map >>
Structure Number: 551044, Location: I90 EXIT 41 RAMP BRIDGE (Lat: 42.967469, Lng: -76.852222), Route carried "on" structure: Ramp Other road , Year Built: 1953, Status: Open, Structure Length: 7.13m (23.39ft), Average Daily Traffic: 3,818 (year 2003), Truck Traffic: 6%, Average Future Daily Traffic: 4,795 (year 2023), Design Load: HS 20+Mod, Features Intersected: RTE I90, Facility Carried by Structure: EXIT 41 RAMP Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 515.540, Lanes on structure: 2, Lanes under structure: 5, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 12.5m (41.0ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.1m (43.0ft) Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Operating Rating: 59.0 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: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.13m (23.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $2,012,000, Roadway Improvement Cost: $1,197,000, Total Project Cost: $3,209,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 103432, Location: JCT OF RTS 89 + I-90 (Lat: 42.985964, Lng: -76.769900), Route carried "under" structure: Interstate 90, Year Built: 1953, Structure Length: 6.58m (21.59ft), Average Daily Traffic: 33,869 (year 2007), Truck Traffic: 23%, Features Intersected: RTE I90, Facility Carried by Structure: RTE 89 Minimum Vertical Clearance: 4.37m (14.34ft), Kilometerpoint: 16.428, Lanes on structure: 2, Lanes under structure: 4, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.8m (65.0ft) Find on map >>
Structure Number: 104815, Location: JCT SH 414 & I90 (Lat: 42.967853, Lng: -76.847169), Route carried "under" structure: Interstate 90, Year Built: 2000, Structure Length: 7.01m (23.00ft), Average Daily Traffic: 31,191 (year 2006), Truck Traffic: 23%, Features Intersected: RTE I90, Facility Carried by Structure: RTE 414 Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 9.702, Lanes on structure: 2, Lanes under structure: 6, Toll: On toll road, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.1m (115.2ft) Find on map >>
Structure Number: 55104, Location: 4 MI NOR SENECA FALLS (Lat: 42.980008, Lng: -76.798008), Route carried "under" structure: Interstate 90, Year Built: 1998, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 31,191 (year 2006), Truck Traffic: 23%, Features Intersected: RTE I90, Facility Carried by Structure: GRAVEL ROAD Minimum Vertical Clearance: 4.78m (15.68ft), Kilometerpoint: 14.014, Lanes on structure: 2, Lanes under structure: 4, Toll: On toll road, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.5m (100.1ft) Find on map >>
Structure Number: 551042, Location: 1.5MI E OF EXIT41 (Lat: 42.972156, Lng: -76.816867), Route carried "under" structure: Interstate 90, Year Built: 1953, Structure Length: 7.16m (23.49ft), Average Daily Traffic: 33,869 (year 2007), Truck Traffic: 23%, Features Intersected: RTE I90, Facility Carried by Structure: MID.BLACK BROOK R Minimum Vertical Clearance: 4.37m (14.34ft), Kilometerpoint: 12.244, Lanes on structure: 2, Lanes under structure: 4, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.8m (74.8ft) Find on map >>
Structure Number: 551043, Location: 1.6 MI E OF EXIT 41 TOLL (Lat: 42.969781, Lng: -76.828592), Route carried "under" structure: Interstate 90, Year Built: 1999, Structure Length: 6.16m (20.21ft), Average Daily Traffic: 31,191 (year 2006), Truck Traffic: 23%, Features Intersected: RTE I90, Facility Carried by Structure: BLACK BROOK RD Minimum Vertical Clearance: 4.45m (14.60ft), Kilometerpoint: 11.247, Lanes on structure: 2, Lanes under structure: 4, Toll: On toll road, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.5m (100.1ft) Find on map >>
Structure Number: 551044, Location: I90 EXIT 41 RAMP BRIDGE (Lat: 42.967469, Lng: -76.852222), Route carried "under" structure: Interstate 90, Year Built: 1953, Structure Length: 7.13m (23.39ft), Average Daily Traffic: 33,869 (year 2007), Truck Traffic: 23%, Features Intersected: RTE I90, Facility Carried by Structure: EXIT 41 RAMP Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 9.284, Lanes on structure: 2, Lanes under structure: 5, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.4m (80.1ft) Discuss this city on our hugely popular New York forum Back to: Tyre, NY, New York, All US cities.
|
 |
