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Bridge Statistics for Colesville, New York (NY) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Colesville, NY, New York, New York forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 54 Total length: 270 meters (886ft) Total costs: $82,853,000 Total average daily traffic: 239,368 Total average daily truck traffic: 51,496 National Bridge Inventory (NBI) Registered Bridges for Colesville
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 100372, Location: 3.7 MI E JCT SH 7 & SH 36 (Lat: 42.163125, Lng: -75.767189), Route carried "on" structure: State highway 7, Year Built: 1927, Year Reconstructed: 1966, Status: Open, Structure Length: 1.03m (3.38ft), Average Daily Traffic: 1,684 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 2,025 (year 2026), Features Intersected: OSBORNE CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.023, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 10.0m (32.8ft) Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 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: Equal to present desirable criteria, Length Of Structure Improvement: 1.03m (3.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Bridge Improvement Cost: $225,000, Roadway Improvement Cost: $134,000, Total Project Cost: $359,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 100375, Location: 1.3 MI W JCT SH 7 & SH 79 (Lat: 42.197167, Lng: -75.655644), Route carried "on" structure: State highway 7, Year Built: 1956, Status: Open, Structure Length: 1.15m (3.77ft), Average Daily Traffic: 2,312 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 2,780 (year 2027), Design Load: H 20, Features Intersected: TRIB BELDON BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.544, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.3m (33.8ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.9m (35.8ft), Curb or Sidewalk Widths: Left: 0.7m (2.3ft), Right: 0.7m (2.3ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 13.1m (43.0ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.15m (3.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Bridge Improvement Cost: $225,000, Roadway Improvement Cost: $134,000, Total Project Cost: $359,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 100376, Location: 0.7 MI W JCT RTS 7 & 79 (Lat: 42.190806, Lng: -75.648794), Route carried "on" structure: Alternate State highway 7, Year Built: 1956, Year Reconstructed: 2003, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 2,312 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 2,780 (year 2027), Design Load: H 20, Features Intersected: BELDEN BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.539, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.3m (33.8ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.2m (59.7ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum 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: 1.98m (6.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Bridge Improvement Cost: $458,000, Roadway Improvement Cost: $271,000, Total Project Cost: $729,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 100378, Location: 1.0 MI NE JCT RTS 7 & 79 (Lat: 42.190642, Lng: -75.616847), Route carried "on" structure: State highway 7, Year Built: 1997, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 2,542 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 3,057 (year 2026), Design Load: HS 25, Features Intersected: WYLIE BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.269, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 2 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: 12.1m (39.7ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Very good, Superstructure: Excellent, Substructure: Very good, Channel: Good, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.83m (9.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $458,000, Roadway Improvement Cost: $271,000, Total Project Cost: $729,000 ( 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: 102474, Location: 0.2 MI S JCT RTS I88 & 41 (Lat: 42.194064, Lng: -75.542936), Route carried "on" structure: State highway 41, Year Built: 1995, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 581 (year 2005), Truck Traffic: 6%, Average Future Daily Traffic: 688 (year 2025), Design Load: HS 25, Features Intersected: CORNELL CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.983, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft) Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 77.8 metric tons, Inventory Rating: 40.8 metric tons, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $144,000, Roadway Improvement Cost: $86,000, Total Project Cost: $230,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 103043, Location: 4.5 MI N JCT SH 79 & SH 1 (Lat: 42.127247, Lng: -75.643469), Route carried "on" structure: State highway 79, Year Built: 1996, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 749 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 901 (year 2026), Design Load: HS 25, Features Intersected: OUAQUAGA CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.532, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.3m (33.8ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 10.6m (34.8ft), Out-to-Out Width: 11.4m (37.4ft) Condition: Deck: Very good, Superstructure: Excellent, Substructure: Very good, Channel: Very good, Operating Rating: 87.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.2 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.49m (4.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $187,000, Roadway Improvement Cost: $111,000, Total Project Cost: $298,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 103044, Location: 0.1 MI N JCT SH 79 + SH 7 (Lat: 42.198225, Lng: -75.655708), Route carried "on" structure: State highway 79, Year Built: 2002, Status: Open, Structure Length: 1.44m (4.72ft), Average Daily Traffic: 662 (year 1999), Truck Traffic: 8%, Average Future Daily Traffic: 796 (year 2019), Design Load: HS 25, Features Intersected: TRIB BELDEN BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.565, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.0m (29.5ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.9m (42.3ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Excellent, Operating Rating: 22.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 12.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.44m (4.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Bridge Improvement Cost: $301,000, Roadway Improvement Cost: $179,000, Total Project Cost: $480,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 106313, Location: 5.5 MI E JCT SH 7 & SH369 (Lat: 42.177022, Lng: -75.739800), Route carried "on" structure: State highway 7, Year Built: 2003, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 1,738 (year 2005), Truck Traffic: 8%, Average Future Daily Traffic: 2,090 (year 2025), Design Load: HS 25, Features Intersected: DELAWARE & HUDSON, TRB O Minimum Vertical Clearance: 6.27m (20.57ft), Kilometerpoint: 17.374, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.2m (30.2ft), Skew: 7 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Good, Culverts: Very good, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.64m (2.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $134,000, Roadway Improvement Cost: $80,000, Total Project Cost: $214,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 1093991, Location: IN HARPURSVILLE (Lat: 42.184544, Lng: -75.620942), Route carried "on" structure: Interstate 88, Year Built: 1974, Status: Open, Structure Length: 14.63m (48.00ft), Average Daily Traffic: 5,685 (year 2007), Truck Traffic: 24%, Average Future Daily Traffic: 9,246 (year 2027), Design Load: HS 20, Features Intersected: MAIN STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.981, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 45.7m (149.9ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 14.63m (48.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $4,224,000, Roadway Improvement Cost: $2,450,000, Total Project Cost: $6,674,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 1093992, Location: IN HARPURSVILLE (Lat: 42.184331, Lng: -75.621072), Route carried "on" structure: Interstate 88, Year Built: 1974, Status: Open, Structure Length: 17.28m (56.69ft), Average Daily Traffic: 5,685 (year 2007), Truck Traffic: 24%, Average Future Daily Traffic: 9,246 (year 2027), Design Load: HS 20, Features Intersected: MAIN STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.968, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 55.1m (180.8ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Fair, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 17.28m (56.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $4,990,000, Roadway Improvement Cost: $2,895,000, Total Project Cost: $7,885,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Cathodic Protection Find on map >>
Structure Number: 1094001, Location: JCT RTE I88+SUSQUEHANNA R (Lat: 42.184494, Lng: -75.610231), Route carried "on" structure: Interstate 88, Year Built: 1974, Status: Open, Structure Length: 11.58m (37.99ft), Average Daily Traffic: 11,369 (year 2007), Truck Traffic: 24%, Average Future Daily Traffic: 18,491 (year 2027), Design Load: HS 20, Features Intersected: SUSQUEHANNA RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.996, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 44.5m (146.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Fair, Superstructure: Very good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 59.0 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: Equal to present minimum 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: 11.58m (37.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Bridge Improvement Cost: $3,344,000, Roadway Improvement Cost: $1,940,000, Total Project Cost: $5,284,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 1094002, Location: JCT RTE I88+SUSQUEHANNA R (Lat: 42.184267, Lng: -75.610269), Route carried "on" structure: Interstate 88, Year Built: 1974, Status: Open, Structure Length: 11.58m (37.99ft), Average Daily Traffic: 11,369 (year 2007), Truck Traffic: 24%, Average Future Daily Traffic: 18,491 (year 2027), Design Load: HS 20, Features Intersected: SUSQUEHANNA RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.996, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 44.5m (146.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Satisfactory, Channel: Good, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum 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: 11.58m (37.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Bridge Improvement Cost: $3,344,000, Roadway Improvement Cost: $1,940,000, Total Project Cost: $5,284,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 10949, Location: 1.7 MI W OF CHENANGO C LN (Lat: 42.184483, Lng: -75.606175), Route carried "on" structure: County highway , Year Built: 1974, Status: Open, Structure Length: 4.87m (15.98ft), Average Daily Traffic: 150 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 180 , Design Load: HS 20, Features Intersected: RTE I88, Facility Carried by Structure: EAST WINDSOR ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 35.3m (115.8ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 12.1m (39.7ft) Condition: Deck: Very good, Superstructure: Fair, Substructure: Very good, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.87m (15.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Bridge Improvement Cost: $1,280,000, Roadway Improvement Cost: $761,000, Total Project Cost: $2,041,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 1095021, Location: 2.3 MI W JCT RTS I88&79 (Lat: 42.196767, Lng: -75.676694), Route carried "on" structure: Interstate 88, Year Built: 1977, Status: Open, Structure Length: 3.50m (11.48ft), Average Daily Traffic: 6,579 (year 2005), Truck Traffic: 24%, Average Future Daily Traffic: 10,700 (year 2025), Design Load: HS 20, Features Intersected: BEECH RIDGE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.726, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.4m (112.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 14.6m (47.9ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.50m (11.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2006, Bridge Improvement Cost: $1,280,000, Roadway Improvement Cost: $761,000, Total Project Cost: $2,041,000 ( 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: 1095022, Location: 2.3 MI W JCT RTS I88&79 (Lat: 42.196239, Lng: -75.676669), Route carried "on" structure: Interstate 88, Year Built: 1977, Status: Open, Structure Length: 3.59m (11.78ft), Average Daily Traffic: 6,579 (year 2005), Truck Traffic: 24%, Average Future Daily Traffic: 10,700 (year 2025), Design Load: HS 20, Features Intersected: BEECH RIDGE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.726, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.4m (112.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.59m (11.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2006, Bridge Improvement Cost: $1,038,000, Roadway Improvement Cost: $618,000, Total Project Cost: $1,656,000 ( 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: 1095031, Location: 0.7 MI W JCT RTS I88&79 (Lat: 42.189178, Lng: -75.650878), Route carried "on" structure: Interstate 88, Year Built: 1977, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 6,579 (year 2005), Truck Traffic: 24%, Average Future Daily Traffic: 10,700 (year 2025), Design Load: HS 20, Features Intersected: BATES ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.721, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 44.1m (144.7ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 14.6m (47.9ft) Condition: Deck: Very good, Superstructure: Excellent, 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: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.63m (15.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2006, Bridge Improvement Cost: $1,038,000, Roadway Improvement Cost: $618,000, Total Project Cost: $1,656,000 ( 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: 1095032, Location: 0.7 MI W JCT RTS I88&79 (Lat: 42.188994, Lng: -75.651444), Route carried "on" structure: Interstate 88, Year Built: 1977, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 6,579 (year 2005), Truck Traffic: 24%, Average Future Daily Traffic: 10,700 (year 2025), Design Load: HS 20, Features Intersected: BATES ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.721, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 43.8m (143.7ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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: 4.57m (14.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2006, Bridge Improvement Cost: $1,038,000, Roadway Improvement Cost: $618,000, Total Project Cost: $1,656,000 ( 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: 1095041, Location: JCT OF RTS I88&79 (Lat: 42.186758, Lng: -75.637364), Route carried "on" structure: Interstate 88, Year Built: 1977, Status: Open, Structure Length: 4.69m (15.39ft), Average Daily Traffic: 6,579 (year 2005), Truck Traffic: 24%, Average Future Daily Traffic: 10,700 (year 2025), Design Load: HS 20, Features Intersected: RTE 79 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.721, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 45.7m (149.9ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 14.6m (47.9ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.69m (15.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $1,038,000, Roadway Improvement Cost: $618,000, Total Project Cost: $1,656,000 ( 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: 1095042, Location: JCT OF RTS I88&79 (Lat: 42.186500, Lng: -75.637286), Route carried "on" structure: Interstate 88, Year Built: 1977, Status: Open, Structure Length: 4.69m (15.39ft), Average Daily Traffic: 6,579 (year 2005), Truck Traffic: 24%, Average Future Daily Traffic: 10,700 (year 2025), Design Load: HS 20, Features Intersected: RTE 79 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.721, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 45.7m (149.9ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Operating Rating: 92.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.69m (15.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $1,038,000, Roadway Improvement Cost: $618,000, Total Project Cost: $1,656,000 ( 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: 109506, Location: 1.0 MI E JCT RTS 7&79 (Lat: 42.189136, Lng: -75.639881), Route carried "on" structure: State highway 7, Year Built: 1977, Status: Open, Structure Length: 1.09m (3.58ft), Average Daily Traffic: 2,312 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 2,780 (year 2027), Design Load: HS 20, Features Intersected: BELDEN BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.187, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 6 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.8m (15.7ft) Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 76.0 metric tons, Inventory Rating: 32.6 metric tons, 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: 1.09m (3.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $360,000, Roadway Improvement Cost: $214,000, Total Project Cost: $574,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 109507, Location: 0.3 MI E JCT RTS I88&79 (Lat: 42.185761, Lng: -75.631378), Route carried "on" structure: Interstate 88, Year Built: 1977, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 11,369 (year 2007), Truck Traffic: 24%, Average Future Daily Traffic: 18,491 (year 2027), Design Load: HS 20, Features Intersected: BELDEN BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.545, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 28.3m (92.8ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 77.1 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.64m (2.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $399,000, Roadway Improvement Cost: $237,000, Total Project Cost: $636,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 1095341, Location: CONNECTOR - I88 & SH 7 (Lat: 42.163258, Lng: -75.772247), Route carried "on" structure: Interstate 88, Year Built: 1977, Status: Open, Structure Length: 4.17m (13.68ft), Average Daily Traffic: 7,101 (year 2007), Truck Traffic: 24%, Average Future Daily Traffic: 11,549 (year 2027), Design Load: HS 20, Features Intersected: CONNECTION ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.835, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 40.5m (132.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Good, Superstructure: Very 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.17m (13.68ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2006, Bridge Improvement Cost: $1,206,000, Roadway Improvement Cost: $717,000, Total Project Cost: $1,923,000 ( 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: 1095342, Location: CONNECTOR - I88 & SH 7 (Lat: 42.162931, Lng: -75.772092), Route carried "on" structure: Interstate 88, Year Built: 1977, Status: Open, Structure Length: 4.17m (13.68ft), Average Daily Traffic: 7,101 (year 2007), Truck Traffic: 24%, Average Future Daily Traffic: 11,549 (year 2027), Design Load: HS 20, Features Intersected: CONNECTION ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.835, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 40.5m (132.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Very good, Superstructure: Excellent, 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.17m (13.68ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2006, Bridge Improvement Cost: $1,206,000, Roadway Improvement Cost: $717,000, Total Project Cost: $1,923,000 ( 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: 109535, Location: NORTH OF EXIT 4 - I88 (Lat: 42.163836, Lng: -75.772572), Route carried "on" structure: Other road , Year Built: 1977, Status: Open, Structure Length: 1.06m (3.48ft), Average Daily Traffic: 450 (year 1980), Truck Traffic: 8%, Average Future Daily Traffic: 541 (year 2000), Design Load: HS 20, Features Intersected: OSBORNE CREEK, Facility Carried by Structure: CONNECTION ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 17.0m (55.8ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.7m (31.8ft), Curb-To-Curb Width: 18.2m (59.7ft), Out-to-Out Width: 19.0m (62.3ft) Condition: Deck: Fair, Superstructure: Serious, Substructure: Poor, Channel: Satisfactory, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, 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: 1.06m (3.48ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2007, Bridge Improvement Cost: $1,208,000, Roadway Improvement Cost: $807,000, Total Project Cost: $2,015,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 109536, Location: 7.6 MI W JCT RTS I88&79 (Lat: 42.166194, Lng: -75.763411), Route carried "on" structure: Interstate 88, Year Built: 1972, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 14,201 (year 2007), Truck Traffic: 24%, Average Future Daily Traffic: 23,097 (year 2027), Design Load: HS 20, Features Intersected: OSBORNE CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.009, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.6m (80.7ft), Skew: 14 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft) Condition: Channel: Good, Culverts: Fair, Operating Rating: 77.6 metric tons, Inventory Rating: 29.3 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $432,000, Roadway Improvement Cost: $257,000, Total Project Cost: $689,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 1095371, Location: 6.2 MI W JCT RTS I88&79 (Lat: 42.179739, Lng: -75.745183), Route carried "on" structure: Interstate 88, Year Built: 1977, Status: Open, Structure Length: 9.23m (30.28ft), Average Daily Traffic: 7,101 (year 2007), Truck Traffic: 24%, Average Future Daily Traffic: 11,549 (year 2027), Design Load: HS 20, Features Intersected: TUNNEL ROAD CR535 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.102, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.4m (40.7ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 35.0m (114.8ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: 9.23m (30.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Bridge Improvement Cost: $432,000, Roadway Improvement Cost: $257,000, Total Project Cost: $689,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 1095372, Location: 6.2 MI W JCT RTS I88&79 (Lat: 42.179372, Lng: -75.745147), Route carried "on" structure: Interstate 88, Year Built: 1977, Status: Open, Structure Length: 9.26m (30.38ft), Average Daily Traffic: 7,101 (year 2007), Truck Traffic: 24%, Average Future Daily Traffic: 11,549 (year 2027), Design Load: HS 20, Features Intersected: TUNNEL ROAD CR535 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.100, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 35.0m (114.8ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 14.6m (47.9ft) 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: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.26m (30.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Bridge Improvement Cost: $2,918,000, Roadway Improvement Cost: $1,693,000, Total Project Cost: $4,611,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 1095381, Location: 6.0 MI W JCT RTS I88&79 (Lat: 42.180314, Lng: -75.741022), Route carried "on" structure: Interstate 88, Year Built: 1977, Year Reconstructed: 2002, Status: Open, Structure Length: 5.15m (16.90ft), Average Daily Traffic: 7,101 (year 2007), Truck Traffic: 24%, Average Future Daily Traffic: 11,549 (year 2027), Design Load: HS 25, Features Intersected: D&H RR MP 551.04 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.121, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.2m (59.7ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.6m (44.6ft) Condition: Deck: Very good, Superstructure: Excellent, Substructure: Very good, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.15m (16.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Bridge Improvement Cost: $1,514,000, Roadway Improvement Cost: $901,000, Total Project Cost: $2,415,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 1095382, Location: 6.0 MI W JCT RTS I88&79 (Lat: 42.179950, Lng: -75.740800), Route carried "on" structure: Interstate 88, Year Built: 1977, Year Reconstructed: 2002, Status: Open, Structure Length: 4.92m (16.14ft), Average Daily Traffic: 14,201 (year 2007), Truck Traffic: 24%, Average Future Daily Traffic: 23,097 (year 2027), Design Load: HS 25, Features Intersected: D&H RR MP 602.12 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.123, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 15.0m (49.2ft) Condition: Deck: Very good, Superstructure: Excellent, Substructure: Very good, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.92m (16.14ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Bridge Improvement Cost: $1,584,000, Roadway Improvement Cost: $942,000, Total Project Cost: $2,526,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 1095391, Location: JCT OF RTS I88&7 (Lat: 42.184403, Lng: -75.722894), Route carried "on" structure: Interstate 88, Year Built: 1977, Status: Open, Structure Length: 12.19m (39.99ft), Average Daily Traffic: 7,101 (year 2007), Truck Traffic: 24%, Average Future Daily Traffic: 11,549 (year 2027), Design Load: HS 20, Features Intersected: RTE 7 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.086, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 49.9m (163.7ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 12.4m (40.7ft), 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: 49.0 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: 12.19m (39.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Bridge Improvement Cost: $1,584,000, Roadway Improvement Cost: $942,000, Total Project Cost: $2,526,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 1095392, Location: JCT OF RTS I88&7 (Lat: 42.183794, Lng: -75.723522), Route carried "on" structure: Interstate 88, Year Built: 1977, Status: Open, Structure Length: 11.94m (39.17ft), Average Daily Traffic: 7,101 (year 2007), Truck Traffic: 24%, Average Future Daily Traffic: 11,549 (year 2027), Design Load: HS 20, Features Intersected: RTE 7 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.088, Lanes on structure: 3, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 49.9m (163.7ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 14.6m (47.9ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.94m (39.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Bridge Improvement Cost: $1,584,000, Roadway Improvement Cost: $942,000, Total Project Cost: $2,526,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 10954, Location: 4.1 MI W JCT I88 & SH 79 (Lat: 42.187133, Lng: -75.704200), Route carried "on" structure: Other road , Year Built: 1977, Status: Open, Structure Length: 8.99m (29.49ft), Average Daily Traffic: 4,700 (year 1979), Truck Traffic: 8%, Average Future Daily Traffic: 5,652 (year 1999), Design Load: HS 20, Features Intersected: RTE I88, Facility Carried by Structure: MARTIN HILL ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 23 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 47.2m (154.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 19.2m (63.0ft), Out-to-Out Width: 20.1m (65.9ft) Condition: Deck: Fair, Superstructure: Very good, Substructure: Good, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.99m (29.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $1,538,000, Roadway Improvement Cost: $879,000, Total Project Cost: $2,417,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 109541, Location: 6.3 MI W JCT I88 & SH 79 (Lat: 42.178983, Lng: -75.748200), Route carried "on" structure: Interstate 88, Year Built: 1972, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 14,201 (year 2007), Truck Traffic: 24%, Average Future Daily Traffic: 23,097 (year 2027), Design Load: HS 20, Features Intersected: OSBORNE CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.144, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 24 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Out-to-Out Width: 57.6m (189.0ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 74.7 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $869,000, Roadway Improvement Cost: $517,000, Total Project Cost: $1,386,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 222537, Location: IN HARPURSVILLE (Lat: 42.180853, Lng: -75.623197), Route carried "on" structure: City street , Year Built: 1985, Status: Closed, Structure Length: 1.09m (3.58ft), Average Daily Traffic: 1,457 (year 2003), Truck Traffic: 6%, Average Future Daily Traffic: 2,032 (year 2023), Features Intersected: BELDEN BROOK, Facility Carried by Structure: MAIN STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.4m (4.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 17.0m (55.8ft) Condition: Superstructure: Poor, Substructure: Poor, Channel: Excellent, Operating Rating: 76.6 metric tons, Inventory Rating: 19.5 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 1.09m (3.58ft), Designated Inspection Frequency: Every 12 months, Inspection Date: March 2007, Bridge Improvement Cost: $280,000, Roadway Improvement Cost: $167,000, Total Project Cost: $447,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 222547, Location: 2.3 MI S OF W HARPURSVILL (Lat: 42.166417, Lng: -75.666997), Route carried "on" structure: Other road , Year Built: 1976, Status: Posted for load, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 2 (year 1995), Truck Traffic: 6%, Average Future Daily Traffic: 3 (year 2015), Features Intersected: QUAQUAGA CREEK, Facility Carried by Structure: YARNES ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 3.6m (11.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 3.5m (11.5ft), Out-to-Out Width: 4.8m (15.7ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 10.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 5.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 12 months, Inspection Date: March 2007, Bridge Improvement Cost: $280,000, Roadway Improvement Cost: $167,000, Total Project Cost: $447,000 ( Estimate for 2007), Deck Structure Type: Steel plate Find on map >>
Structure Number: 334917, Location: .8 MI E JCT SH 7 & SH 235 (Lat: 42.193664, Lng: -75.601131), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 12.86m (42.19ft), Average Daily Traffic: 618 (year 2003), Truck Traffic: 8%, Average Future Daily Traffic: 743 (year 2023), Design Load: HS 20+Mod, Features Intersected: SUSQUEHANNA RIVER, Facility Carried by Structure: EAST WINDSOR ROAD 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 continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 51.2m (168.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.7m (31.8ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 12.86m (42.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Bridge Improvement Cost: $562,000, Roadway Improvement Cost: $334,000, Total Project Cost: $896,000 ( 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: 334918, Location: 4 MILES NORTHEAST WINDSOR (Lat: 42.131414, Lng: -75.594069), Route carried "on" structure: County highway , Year Built: 1939, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 233 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 276 (year 2026), Features Intersected: TRIB SUSQUEHANNA, Facility Carried by Structure: CR233 E WINDSOR R Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.5m (37.7ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.3m (27.2ft) Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 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: Meets minimum limits, Length Of Structure Improvement: 1.16m (3.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $209,000, Roadway Improvement Cost: $124,000, Total Project Cost: $333,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 334919, Location: 3.0 MI NE OF OUAQUAGA (Lat: 42.149725, Lng: -75.584222), Route carried "on" structure: County highway , Year Built: 1939, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 233 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 276 (year 2026), Features Intersected: TB SUSQUEHANNA, Facility Carried by Structure: EAST WINDSOR RO Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.4m (27.6ft) Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 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: Equal to present minimum criteria, Length Of Structure Improvement: 0.88m (2.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $133,000, Roadway Improvement Cost: $79,000, Total Project Cost: $212,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 33492, Location: 2.2 MI SW HARPURSVILLE (Lat: 42.153256, Lng: -75.650856), Route carried "on" structure: County highway , Year Built: 1939, Year Reconstructed: 1959, Status: Posted for load, Structure Length: 1.18m (3.87ft), Average Daily Traffic: 879 (year 2001), Truck Traffic: 8%, Average Future Daily Traffic: 1,057 (year 2021), Features Intersected: OUAQUAGA CREEK, Facility Carried by Structure: COLESVILLE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.8m (38.7ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.9m (25.9ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 12.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 1.18m (3.87ft), Designated Inspection Frequency: Every 12 months, Inspection Date: March 2007, Bridge Improvement Cost: $203,000, Roadway Improvement Cost: $121,000, Total Project Cost: $324,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 334922, Location: 3 MI S OF N COLESVILLE (Lat: 42.181958, Lng: -75.745192), Route carried "on" structure: County highway , Year Built: 1942, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 497 (year 2000), Truck Traffic: 6%, Average Future Daily Traffic: 589 (year 2020), Features Intersected: OSBORNE CREEK, Facility Carried by Structure: CR221 TUNNEL ROAD 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: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.3m (27.2ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Fair, 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.88m (2.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $203,000, Roadway Improvement Cost: $121,000, Total Project Cost: $324,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 334923, Location: 3.7 MI E JCT SH7 & SH 369 (Lat: 42.161792, Lng: -75.767692), Route carried "on" structure: County highway , Year Built: 1957, Status: Open, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 289 (year 2005), Truck Traffic: 6%, Average Future Daily Traffic: 403 (year 2025), Design Load: HS 20, Features Intersected: TRB OSBORNE CREEK, Facility Carried by Structure: CIRCLE DRIVE 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: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.7m (31.8ft), Curb or Sidewalk Widths: Left: 1.0m (3.3ft), Right: 0.0m, Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 10.0m (32.8ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 78.8 metric tons, Inventory Rating: 29.3 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $203,000, Roadway Improvement Cost: $121,000, Total Project Cost: $324,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 334931, Location: 3 MI NW OF WINDSOR (Lat: 42.123494, Lng: -75.670708), Route carried "on" structure: County highway , Year Built: 1984, Status: Open, Structure Length: 1.15m (3.77ft), Average Daily Traffic: 295 (year 1997), Truck Traffic: 6%, Average Future Daily Traffic: 349 (year 2017), Design Load: HS 20, Features Intersected: SAGE CREEK, Facility Carried by Structure: OUAQUAGA RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Material/Design: Steel, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.3m (33.8ft) Condition: Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 79.9 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.15m (3.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $7,097,000, Roadway Improvement Cost: $4,117,000, Total Project Cost: $11,214,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 336787, Location: 3 MI SOUTH OF NINEVEH (Lat: 42.167647, Lng: -75.610836), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 18.07m (59.28ft), Average Daily Traffic: 466 (year 2003), Truck Traffic: 8%, Average Future Daily Traffic: 560 (year 2023), Design Load: HS 20, Features Intersected: SUSQUEHANNA RIVER, Facility Carried by Structure: COUNTY ROAD 229 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.209, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 50.2m (164.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.7m (31.8ft) Condition: Deck: Excellent, Superstructure: Very good, Substructure: Fair, Channel: Good, Operating Rating: 66.2 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: 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: 18.07m (59.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 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 Discuss this city on our hugely popular New York forum Back to: Colesville, NY, New York, All US cities.
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