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Bridge Statistics for Kirkwood, New York (NY) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Kirkwood, NY, New York, New York forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 68 Total length: 295 meters (968ft) Total costs: $66,863,000 Total average daily traffic: 875,401 Total average daily truck traffic: 168,390 National Bridge Inventory (NBI) Registered Bridges for Kirkwood
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 100806, Location: 1.2 MI N PENNSYLVANIA LIN (Lat: 42.011483, Lng: -75.769169), Route carried "on" structure: US 11, Year Built: 1974, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 4,173 (year 1999), Truck Traffic: 8%, Average Future Daily Traffic: 5,018 (year 2019), Design Load: HS 20, Features Intersected: DEKAYS CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.150, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 15.6m (51.2ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 77.5 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Better than present minimum criteria, 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: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Bridge Improvement Cost: $276,000, Roadway Improvement Cost: $164,000, Total Project Cost: $440,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 100807, Location: JCT US 11 & I81 - EXIT 1 (Lat: 42.040778, Lng: -75.795642), Route carried "on" structure: County highway , Year Built: 1964, Status: Open, Structure Length: 4.54m (14.90ft), Average Daily Traffic: 7,805 (year 2001), Truck Traffic: 4%, Average Future Daily Traffic: 7,805 (year 2021), Design Load: HS 20, Features Intersected: RTE 11, Facility Carried by Structure: CONK KIRKWD CONN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 10.0m (32.8ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.54m (14.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $276,000, Roadway Improvement Cost: $164,000, Total Project Cost: $440,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 100808, Location: 1.5 MI N OF EXIT 1 OF I81 (Lat: 42.061717, Lng: -75.800950), Route carried "on" structure: US 11, Year Built: 2007, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 4,173 (year 1999), Truck Traffic: 8%, Average Future Daily Traffic: 5,018 (year 2019), Design Load: HS 25, Features Intersected: LANGDON CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.150, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft) Condition: Channel: Excellent, Culverts: Excellent, Structural Evaluation: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $173,000, Roadway Improvement Cost: $103,000, Total Project Cost: $276,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 1008099, Location: JCT RTE 11 + INT I-81+17 (Lat: 42.093053, Lng: -75.825994), Route carried "on" structure: US 11, Year Built: 1947, Year Reconstructed: 2007, Status: Open, Structure Length: 1.93m (6.33ft), Average Daily Traffic: 10,051 (year 2005), Truck Traffic: 6%, Average Future Daily Traffic: 12,545 (year 2025), Design Load: HS 25, Features Intersected: PARK CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.667, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.9m (75.1ft), Skew: 20 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: 22.9m (75.1ft), Out-to-Out Width: 23.9m (78.4ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Channel: Good, Operating Rating: 26.3 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: High priority of corrective action, 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: 1.93m (6.33ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Bridge Improvement Cost: $173,000, Roadway Improvement Cost: $103,000, Total Project Cost: $276,000 ( 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: 100811, Location: 1.6 MI SE E BING CITY LI (Lat: 42.095447, Lng: -75.828086), Route carried "on" structure: US 11, Year Built: 1997, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 10,051 (year 2005), Truck Traffic: 6%, Average Future Daily Traffic: 12,545 (year 2025), Design Load: HS 25, Features Intersected: RTE 990G Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.651, Lanes on structure: 1, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 49.3m (161.7ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 87.1 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: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.18m (16.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $173,000, Roadway Improvement Cost: $103,000, Total Project Cost: $276,000 ( 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: 100813, Location: 0.7 MI E OF E BING CTY LI (Lat: 42.102236, Lng: -75.845064), Route carried "on" structure: US 11, Year Built: 1947, Year Reconstructed: 1970, Status: Open, Structure Length: 1.06m (3.48ft), Average Daily Traffic: 16,943 (year 2005), Truck Traffic: 6%, Average Future Daily Traffic: 21,147 (year 2025), Design Load: H 20, Features Intersected: STRATTON MILL CRK, PRIVA Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.076, Lanes on structure: 4, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.7m (31.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 21.6m (70.9ft), Out-to-Out Width: 22.2m (72.8ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 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: High priority of corrective action, 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 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $173,000, Roadway Improvement Cost: $103,000, Total Project Cost: $276,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 100814, Location: 0.5 MI E OF E BING CTY LI (Lat: 42.103286, Lng: -75.847961), Route carried "on" structure: US 11, Year Built: 1947, Year Reconstructed: 1970, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 16,943 (year 2005), Truck Traffic: 6%, Average Future Daily Traffic: 21,147 (year 2025), Design Load: H 20, Features Intersected: ACRE CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.077, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 22.3m (73.2ft), Out-to-Out Width: 22.9m (75.1ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $173,000, Roadway Improvement Cost: $103,000, Total Project Cost: $276,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 1013111, Location: 1.7 MI NW EXIT 2 OF I81 (Lat: 42.107558, Lng: -75.845472), Route carried "on" structure: Interstate 81, Year Built: 1963, Status: Open, Structure Length: 10.42m (34.19ft), Average Daily Traffic: 27,309 (year 2007), Truck Traffic: 23%, Average Future Daily Traffic: 43,572 (year 2027), Design Load: HS 20+Mod, Features Intersected: LOUGHLIN ROAD, ACRE CREE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.360, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.7m (44.9ft) Condition: Deck: Fair, Superstructure: Very good, Substructure: Satisfactory, Channel: Excellent, Operating Rating: 65.3 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: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.42m (34.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Bridge Improvement Cost: $1,221,000, Roadway Improvement Cost: $698,000, Total Project Cost: $1,919,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 1013112, Location: 1.7 MI NW EXIT 2 OF I81 (Lat: 42.108319, Lng: -75.845628), Route carried "on" structure: Interstate 81, Year Built: 1963, Status: Open, Structure Length: 10.72m (35.17ft), Average Daily Traffic: 27,309 (year 2007), Truck Traffic: 23%, Average Future Daily Traffic: 43,572 (year 2027), Design Load: HS 20+Mod, Features Intersected: LOUGHLIN ROAD, ACRE CREE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.359, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.5m (86.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.7m (44.9ft) Condition: Deck: Fair, Superstructure: Very good, Substructure: Satisfactory, Channel: Good, 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: High priority of corrective action, Underclear: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.72m (35.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Bridge Improvement Cost: $3,182,000, Roadway Improvement Cost: $1,846,000, Total Project Cost: $5,028,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 101312, Location: 1.3 MI NW EXIT 2 OF I81 (Lat: 42.107675, Lng: -75.835728), Route carried "on" structure: Interstate 81, Year Built: 1963, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 54,618 (year 2007), Truck Traffic: 23%, Average Future Daily Traffic: 87,143 (year 2027), Design Load: HS 20+Mod, Features Intersected: STRATTON MILL CRK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.349, Lanes on structure: 9, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 44.5m (146.0ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft) Condition: Channel: Fair, Culverts: Fair, Operating Rating: 74.9 metric tons, Inventory Rating: 29.3 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: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $740,000, Roadway Improvement Cost: $440,000, Total Project Cost: $1,180,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 1013131, Location: 0.9 MI NW EXIT 2 RTE I-81 (Lat: 42.104650, Lng: -75.830853), Route carried "on" structure: Interstate 81, Year Built: 1987, Status: Open, Structure Length: 4.84m (15.88ft), Average Daily Traffic: 27,309 (year 2007), Truck Traffic: 23%, Average Future Daily Traffic: 43,572 (year 2027), Design Load: HS 20, Features Intersected: COUNTY ROAD 52 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.388, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 46.9m (153.9ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.4m (53.8ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Operating Rating: 88.9 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.84m (15.88ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $740,000, Roadway Improvement Cost: $440,000, Total Project Cost: $1,180,000 ( 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: 1013132, Location: 0.9 MI NW EXIT 2 RTE I-81 (Lat: 42.105006, Lng: -75.830019), Route carried "on" structure: Interstate 81, Year Built: 1987, Status: Open, Structure Length: 4.66m (15.29ft), Average Daily Traffic: 27,309 (year 2007), Truck Traffic: 23%, Average Future Daily Traffic: 43,572 (year 2027), Design Load: HS 20, Features Intersected: CR52 COLESVILLE R Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.389, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 31.3m (102.7ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.4m (53.8ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Inventory Rating: 49.9 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.66m (15.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $1,363,000, Roadway Improvement Cost: $806,000, Total Project Cost: $2,169,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 101314, Location: INT 2 I-81 (Lat: 42.100186, Lng: -75.820375), Route carried "on" structure: State highway 17, Year Built: 1963, Status: Open, Structure Length: 9.54m (31.30ft), Average Daily Traffic: 39,543 (year 2007), Truck Traffic: 23%, Average Future Daily Traffic: 63,091 (year 2027), Design Load: HS 20+Mod, Features Intersected: RTE I81, STANLEY HOLLOW Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.817, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 28.9m (94.8ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.54m (31.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Bridge Improvement Cost: $2,078,000, Roadway Improvement Cost: $1,206,000, Total Project Cost: $3,284,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 101315, Location: JCT RTS 990G & 17 (Lat: 42.099525, Lng: -75.814419), Route carried "on" structure: Spur State highway 990G, Year Built: 1963, Year Reconstructed: 2003, Status: Open, Structure Length: 4.43m (14.53ft), Average Daily Traffic: 4,591 (year 2002), Truck Traffic: 6%, Average Future Daily Traffic: 5,730 (year 2022), Design Load: HS 25, Features Intersected: RTE 17 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 162.348, Lanes on structure: 1, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.6m (31.5ft), Skew: 6 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 42.6m (139.8ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.6m (34.8ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Good, Inventory Rating: 68.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.43m (14.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $2,078,000, Roadway Improvement Cost: $1,206,000, Total Project Cost: $3,284,000 ( 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: 1031071, Location: 0.7 MI N PENNSYLVANIA LI (Lat: 42.006739, Lng: -75.757342), Route carried "on" structure: Interstate 81, Year Built: 1960, Year Reconstructed: 1983, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 23,475 (year 1999), Truck Traffic: 23%, Average Future Daily Traffic: 37,454 (year 2019), Design Load: HS 20+Mod, Features Intersected: GRANGE HALL ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.352, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Inventory Rating: 60.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.02m (13.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $182,000, Roadway Improvement Cost: $108,000, Total Project Cost: $290,000 ( 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: 1031072, Location: 0.7 MI N PENNSYLVANIA LI (Lat: 42.007106, Lng: -75.756306), Route carried "on" structure: Interstate 81, Year Built: 1960, Year Reconstructed: 1981, Status: Open, Structure Length: 4.38m (14.37ft), Average Daily Traffic: 23,475 (year 1999), Truck Traffic: 23%, Average Future Daily Traffic: 37,454 (year 2019), Design Load: HS 20+Mod, Features Intersected: GRANGE HALL ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.351, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 95.3 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.38m (14.37ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $182,000, Roadway Improvement Cost: $108,000, Total Project Cost: $290,000 ( 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: 1031081, Location: 1.7 MI N PENNSYLVANIA LI (Lat: 42.015819, Lng: -75.771967), Route carried "on" structure: Interstate 81, Year Built: 1960, Year Reconstructed: 1983, Status: Open, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 23,475 (year 1999), Truck Traffic: 23%, Average Future Daily Traffic: 37,454 (year 2019), Design Load: HS 20+Mod, Features Intersected: GORMAN ROAD, UNKNOWN CRE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.343, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 97.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.94m (19.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $182,000, Roadway Improvement Cost: $108,000, Total Project Cost: $290,000 ( 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: 1031082, Location: 1.7 MI N PENNSYLVANIA LI (Lat: 42.016419, Lng: -75.771647), Route carried "on" structure: Interstate 81, Year Built: 1960, Year Reconstructed: 1981, Status: Open, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 23,475 (year 1999), Truck Traffic: 23%, Average Future Daily Traffic: 37,454 (year 2019), Design Load: HS 20+Mod, Features Intersected: GORMAN ROAD, UNKNOWN CRE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.343, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.2m (59.7ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 97.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.94m (19.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $182,000, Roadway Improvement Cost: $108,000, Total Project Cost: $290,000 ( 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: 1031091, Location: 1.2 MI S EXIT 1 RTE I-81 (Lat: 42.025589, Lng: -75.786233), Route carried "on" structure: Interstate 81, Year Built: 1960, Year Reconstructed: 1983, Status: Open, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 46,951 (year 1999), Truck Traffic: 23%, Average Future Daily Traffic: 74,910 (year 2019), Design Load: HS 20+Mod, Features Intersected: BLAKESLY ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.349, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 11 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Fair, Operating Rating: 98.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.1 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.45m (14.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $1,226,000, Roadway Improvement Cost: $729,000, Total Project Cost: $1,955,000 ( 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: 1031092, Location: 1.2 MI S EXIT 1 RTE I-81 (Lat: 42.025633, Lng: -75.784931), Route carried "on" structure: Interstate 81, Year Built: 1960, Year Reconstructed: 1981, Status: Open, Structure Length: 4.51m (14.80ft), Average Daily Traffic: 23,475 (year 1999), Truck Traffic: 23%, Average Future Daily Traffic: 37,454 (year 2019), Design Load: HS 20+Mod, Features Intersected: BLAKESLY ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.349, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.51m (14.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $1,243,000, Roadway Improvement Cost: $739,000, Total Project Cost: $1,982,000 ( 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: 1031101, Location: EXIT 1 RTE I-81 (Lat: 42.042564, Lng: -75.793017), Route carried "on" structure: Interstate 81, Year Built: 1960, Year Reconstructed: 1983, Status: Open, Structure Length: 4.32m (14.17ft), Average Daily Traffic: 14,442 (year 2007), Truck Traffic: 23%, Average Future Daily Traffic: 23,042 (year 2027), Design Load: HS 20+Mod, Features Intersected: CEDARHURST ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.030, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 98.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.32m (14.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $1,193,000, Roadway Improvement Cost: $709,000, Total Project Cost: $1,902,000 ( 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: 1031102, Location: EXIT 1 RTE I-81 (Lat: 42.042839, Lng: -75.792572), Route carried "on" structure: Interstate 81, Year Built: 1960, Year Reconstructed: 1981, Status: Open, Structure Length: 4.69m (15.39ft), Average Daily Traffic: 23,475 (year 1999), Truck Traffic: 23%, Average Future Daily Traffic: 37,454 (year 2019), Design Load: HS 20+Mod, Features Intersected: CEDARHURST ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.381, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Fair, Operating Rating: 97.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.1 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.69m (15.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $1,294,000, Roadway Improvement Cost: $769,000, Total Project Cost: $2,063,000 ( 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: 1031111, Location: 1.5 MI N EXIT 1 RTE I-81 (Lat: 42.062911, Lng: -75.798853), Route carried "on" structure: Interstate 81, Year Built: 1960, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 14,442 (year 2007), Truck Traffic: 23%, Average Future Daily Traffic: 23,042 (year 2027), Design Load: HS 20+Mod, Features Intersected: LANGDON CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.048, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.3m (10.8ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.8m (45.3ft) Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 74.9 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $209,000, Roadway Improvement Cost: $125,000, Total Project Cost: $334,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 1031112, Location: 1.5 MI N EXIT 1 RTE I-81 (Lat: 42.063547, Lng: -75.797911), Route carried "on" structure: Interstate 81, Year Built: 1960, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 14,442 (year 2007), Truck Traffic: 23%, Average Future Daily Traffic: 23,042 (year 2027), Design Load: HS 20+Mod, Features Intersected: LANGDON CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.048, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.3m (10.8ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 74.9 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable 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: November 2007, Bridge Improvement Cost: $207,000, Roadway Improvement Cost: $123,000, Total Project Cost: $330,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 1031121, Location: 1.8 MI N EXIT 1 RTE I-81 (Lat: 42.067153, Lng: -75.799317), Route carried "on" structure: Interstate 81, Year Built: 1960, Year Reconstructed: 1983, Status: Open, Structure Length: 3.93m (12.89ft), Average Daily Traffic: 14,442 (year 2007), Truck Traffic: 23%, Average Future Daily Traffic: 23,042 (year 2027), Design Load: HS 20+Mod, Features Intersected: TRIM STREET-CR 32 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.032, 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: 3, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 79.8 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.93m (12.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $1,084,000, Roadway Improvement Cost: $644,000, Total Project Cost: $1,728,000 ( 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: 1031122, Location: 1.8 MI N EXIT 1 RTE I-81 (Lat: 42.067197, Lng: -75.798828), Route carried "on" structure: Interstate 81, Year Built: 1960, Year Reconstructed: 1981, Status: Open, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 14,442 (year 2007), Truck Traffic: 23%, Average Future Daily Traffic: 23,042 (year 2027), Design Load: HS 20+Mod, Features Intersected: TRIM STREET-CR 32 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.032, 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: 3, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Fair, Inventory Rating: 60.8 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.05m (13.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $1,117,000, Roadway Improvement Cost: $664,000, Total Project Cost: $1,781,000 ( 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: 1031131, Location: 2.1 MI N EXIT 1 RTE I-81 (Lat: 42.071203, Lng: -75.800647), Route carried "on" structure: Interstate 81, Year Built: 1960, Year Reconstructed: 1983, Status: Open, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 14,442 (year 2007), Truck Traffic: 23%, Average Future Daily Traffic: 23,042 (year 2027), Design Load: HS 20+Mod, Features Intersected: JOHNSON ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.032, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.8m (38.7ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Fair, Operating Rating: 98.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.0 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.05m (13.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $1,117,000, Roadway Improvement Cost: $664,000, Total Project Cost: $1,781,000 ( 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: 1031132, Location: 2.1 MI N EXIT 1 RTE I-81 (Lat: 42.071239, Lng: -75.799975), Route carried "on" structure: Interstate 81, Year Built: 1960, Year Reconstructed: 1981, Status: Open, Structure Length: 4.20m (13.78ft), Average Daily Traffic: 14,442 (year 2007), Truck Traffic: 23%, Average Future Daily Traffic: 23,042 (year 2027), Design Load: HS 20+Mod, Features Intersected: JOHNSON ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.030, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.8m (38.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 13.8m (45.3ft), Out-to-Out Width: 14.8m (48.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Inventory Rating: 63.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.20m (13.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $1,341,000, Roadway Improvement Cost: $798,000, Total Project Cost: $2,139,000 ( 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: 1031141, Location: 1.3 MI S EXIT 2 RTE I-81 (Lat: 42.081717, Lng: -75.806442), Route carried "on" structure: Interstate 81, Year Built: 1960, Year Reconstructed: 1983, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 14,442 (year 2007), Truck Traffic: 23%, Average Future Daily Traffic: 23,042 (year 2027), Design Load: HS 20+Mod, Features Intersected: OSTRUM ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.029, 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: 3, Length of Maximum Span: 16.7m (54.8ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 93.4 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 minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.72m (15.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $1,341,000, Roadway Improvement Cost: $798,000, Total Project Cost: $2,139,000 ( 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: 1031142, Location: 1.3 MI S EXIT 2 RTE I-81 (Lat: 42.081756, Lng: -75.805900), Route carried "on" structure: Interstate 81, Year Built: 1960, Year Reconstructed: 1981, Status: Open, Structure Length: 4.90m (16.08ft), Average Daily Traffic: 14,442 (year 2007), Truck Traffic: 23%, Average Future Daily Traffic: 23,042 (year 2027), Design Load: HS 20+Mod, Features Intersected: OSTRUM ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.027, 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: 3, Length of Maximum Span: 16.4m (53.8ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 93.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.90m (16.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $1,341,000, Roadway Improvement Cost: $798,000, Total Project Cost: $2,139,000 ( 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: 103115, Location: EXIT 2 OF I81 (Lat: 42.095306, Lng: -75.813797), Route carried "on" structure: City street , Year Built: 1963, Year Reconstructed: 1997, Status: Open, Structure Length: 9.47m (31.07ft), Average Daily Traffic: 1,035 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 1,341 (year 2025), Design Load: HS 20+Mod, Features Intersected: RTE I81, Facility Carried by Structure: AETNA RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 17.6m (57.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 85.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.47m (31.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Bridge Improvement Cost: $2,065,000, Roadway Improvement Cost: $1,198,000, Total Project Cost: $3,263,000 ( 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: 1031161, Location: EXIT 2 RTE I-81 (Lat: 42.097725, Lng: -75.818208), Route carried "on" structure: Interstate 81, Year Built: 1963, Status: Open, Structure Length: 7.55m (24.77ft), Average Daily Traffic: 28,883 (year 2007), Truck Traffic: 23%, Average Future Daily Traffic: 46,083 (year 2027), Design Load: HS 20+Mod, Features Intersected: RTE 990G Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.591, Lanes on structure: 3, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.1m (75.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.8m (45.3ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Poor, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.55m (24.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $2,247,000, Roadway Improvement Cost: $1,303,000, Total Project Cost: $3,550,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 1031162, Location: EXIT 2 RTE I-81 (Lat: 42.098092, Lng: -75.817139), Route carried "on" structure: Interstate 81, Year Built: 1963, Status: Open, Structure Length: 7.10m (23.29ft), Average Daily Traffic: 28,883 (year 2007), Truck Traffic: 23%, Average Future Daily Traffic: 46,083 (year 2027), Design Load: HS 20+Mod, Features Intersected: RTE 990G Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.593, Lanes on structure: 3, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.8m (45.3ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Poor, Operating Rating: 79.8 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.10m (23.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $2,700,000, Roadway Improvement Cost: $1,767,000, Total Project Cost: $4,467,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 1031171, Location: EXIT 2 RTE I-81 (Lat: 42.099306, Lng: -75.821317), Route carried "on" structure: Interstate 81, Year Built: 1963, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 14,442 (year 2007), Truck Traffic: 23%, Average Future Daily Traffic: 23,042 (year 2027), Design Load: HS 20+Mod, Features Intersected: PARK CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.622, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.7m (22.0ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 77.3 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: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $405,000, Roadway Improvement Cost: $241,000, Total Project Cost: $646,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 1031172, Location: EXIT 2 RTE I-81 (Lat: 42.100189, Lng: -75.820456), Route carried "on" structure: Interstate 81, Year Built: 1963, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 14,442 (year 2007), Truck Traffic: 23%, Average Future Daily Traffic: 23,042 (year 2027), Design Load: HS 20+Mod, Features Intersected: PARK CREEK Minimum Vertical Clearance: 5.79m (19.00ft), Kilometerpoint: 13.622, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.8m (38.7ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.7m (22.0ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 77.3 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: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $405,000, Roadway Improvement Cost: $241,000, Total Project Cost: $646,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 105019, Location: JCT RTS 990F+17 CONNECTOR (Lat: 42.094028, Lng: -75.823047), Route carried "on" structure: Alternate State highway 990F, Year Built: 1962, Year Reconstructed: 1997, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 4,978 (year 2002), Truck Traffic: 5%, Average Future Daily Traffic: 6,451 (year 2022), Design Load: HS 25, Features Intersected: PARK CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 161.334, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.7m (41.7ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 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: 1.43m (4.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $803,000, Roadway Improvement Cost: $477,000, Total Project Cost: $1,280,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Structure Number: 1050201, Location: Jct Rts 990F & 17, Route carried "on" structure: State highway , Year Built: 2007, Status: Open, Structure Length: 1.58m (5.18ft), Truck Traffic: 6%, Design Load: HS 25, Features Intersected: Park Creek, Facility Carried by Structure: 990G 990G91011005
Minimum Vertical Clearance: 0.00m, Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.2m (36.7ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.0m (49.2ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 12.2m (40.0ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Channel: Very good, Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.58m (5.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Bridge Improvement Cost: $803,000, Roadway Improvement Cost: $477,000, Total Project Cost: $1,280,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Structure Number: 1050202, Location: Jct Rts 990G & 17, Route carried "on" structure: State highway , Year Built: 2007, Status: Open, Structure Length: 1.58m (5.18ft), Truck Traffic: 6%, Design Load: HS 25, Features Intersected: Park Creek, Facility Carried by Structure: 990G 990G91011005
Minimum Vertical Clearance: 0.00m, Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.2m (36.7ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.0m (49.2ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 12.2m (40.0ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Channel: Good, Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.58m (5.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Bridge Improvement Cost: $803,000, Roadway Improvement Cost: $477,000, Total Project Cost: $1,280,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 1050209, Location: JCT RTS 990F + 17 (Lat: 42.096333, Lng: -75.821822), Route carried "on" structure: Other road 990G, Year Built: 1954, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 8,703 (year 2005), Truck Traffic: 6%, Average Future Daily Traffic: 10,862 (year 2025), Design Load: HS 20+Mod, Features Intersected: PARK CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.927, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.3m (79.7ft), Skew: 32 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 30.0m (98.4ft), Out-to-Out Width: 38.8m (127.3ft) Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Good, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, 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: 1.46m (4.79ft), Designated Inspection Frequency: Every 12 months, Inspection Date: September 2006, Bridge Improvement Cost: $1,224,000, Roadway Improvement Cost: $728,000, Total Project Cost: $1,952,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 106314, Location: INT 2 RTS I-81 + 17 (Lat: 42.100825, Lng: -75.819836), Route carried "on" structure: State highway 17, Year Built: 1963, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 14,458 (year 1998), Truck Traffic: 9%, Average Future Daily Traffic: 19,907 (year 2018), Design Load: HS 20+Mod, Features Intersected: PARK CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 486.208, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.7m (22.0ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 78.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $405,000, Roadway Improvement Cost: $241,000, Total Project Cost: $646,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 107275, Location: 1.4 MI E OF BINGHAMTON (Lat: 42.105133, Lng: -75.829714), Route carried "on" structure: Ramp Interstate , Year Built: 1985, Status: Open, Structure Length: 3.13m (10.27ft), Average Daily Traffic: 5,368 (year 2000), Truck Traffic: 23%, Average Future Daily Traffic: 8,565 (year 2020), Design Load: HS 20, Features Intersected: COLESVLLE RD-CR52, Facility Carried by Structure: TO 81I NB 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: 10.3m (33.8ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.4m (99.7ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 11.3m (37.1ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Operating Rating: 65.3 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.13m (10.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $303,000, Roadway Improvement Cost: $173,000, Total Project Cost: $476,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 107467, Location: .1 MI W OF KIRKWOOD TN LI (Lat: 42.100078, Lng: -75.814639), Route carried "on" structure: State highway 17, Year Built: 1948, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 12,946 (year 1998), Truck Traffic: 12%, Average Future Daily Traffic: 17,850 (year 2018), Design Load: HS 20, Features Intersected: PARK CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 490.954, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 23.7m (77.8ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.0m (19.7ft) Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 76.9 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: Better than present minimum criteria, Length Of Structure Improvement: 0.67m (2.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Bridge Improvement Cost: $352,000, Roadway Improvement Cost: $209,000, Total Project Cost: $561,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 107751, Location: 1.2 MI E JCT I81 & SH 17 (Lat: 42.099667, Lng: -75.791761), Route carried "on" structure: Other road , Year Built: 2000, Status: Open, Structure Length: 10.34m (33.92ft), Average Daily Traffic: 100 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 130 , Design Load: HS 25, Features Intersected: RTE 17, PARK CREEK, Facility Carried by Structure: W.FOLEY-HASKIN RD 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: 10.2m (33.5ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 54.0m (177.2ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 11.2m (36.7ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Channel: Good, Inventory Rating: 71.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.34m (33.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $221,000, Roadway Improvement Cost: $132,000, Total Project Cost: $353,000 ( 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: Kirkwood, NY, New York, All US cities.
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