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

Find on map >>

Structure Number: 100875,  Location: 1.2 MI NE JCT US11 &SH812 (Lat: 44.474331,  Lng: -75.319342),  Route carried "on" structure: US 11,  Year Built: 1958,  Status: Open,  Structure Length: 7.71m (25.30ft),  Average Daily Traffic: 4,972 (year 2006),  Truck Traffic: 14%,  Average Future Daily Traffic: 6,069 (year 2026),  Design Load: H 20,  Features Intersected: CSX TRANSPRTATION
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.015,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.5m (37.7ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.6m (93.8ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.71m (25.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Bridge Improvement Cost: $1,791,000,  Roadway Improvement Cost: $1,065,000,  Total Project Cost: $2,856,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 103279,  Location: 5.1 MI N JCT I87 + US 11 (Lat: 44.545272,  Lng: -75.341075),  Route carried "on" structure: State highway 812,  Year Built: 1977,  Status: Open,  Structure Length: 8.56m (28.08ft),  Average Daily Traffic: 1,694 (year 2006),  Truck Traffic: 14%,  Average Future Daily Traffic: 2,068 (year 2026),  Design Load: HS 20,  Features Intersected: OSWEGATCHIE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 54.519,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 42.0m (137.8ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 59.9 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 desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 8.56m (28.08ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: October 2006,  Underwater Inspection Date: July 2003,  Bridge Improvement Cost: $251,000,  Roadway Improvement Cost: $148,000,  Total Project Cost: $399,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

Find on map >>

Structure Number: 222108,  Location: 1 MI SE OF RICHVILLE (Lat: 44.405239,  Lng: -75.384431),  Route carried "on" structure: City street ,  Year Built: 1996,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 55 (year 2001),  Truck Traffic: 4%,  Average Future Daily Traffic: 66 (year 2021),  Features Intersected: BOLAND CREEK,  Facility Carried by Structure: LIMKILN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 74.7 metric tons,  Inventory Rating: 40.8 metric tons,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.67m (2.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Bridge Improvement Cost: $114,000,  Roadway Improvement Cost: $68,000,  Total Project Cost: $182,000 ( Estimate for 2007)

Find on map >>

Structure Number: 322106,  Location: 2 MI NE OF HERMON (Lat: 44.484658,  Lng: -75.257622),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 1 (year 2005),  Truck Traffic: 4%,  Average Future Daily Traffic: 1 (year 2025),  Features Intersected: TANNER CREEK,  Facility Carried by Structure: POOLER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 2.7m (8.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 3.7m (12.1ft),  Out-to-Out Width: 4.3m (14.1ft)

Condition: Deck: Serious,  Superstructure: Fair,  Substructure: Poor,  Channel: Good,  Operating Rating: 24.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 14.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 1.58m (5.18ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $148,000,  Roadway Improvement Cost: $88,000,  Total Project Cost: $236,000 ( Estimate for 2007),  Deck Structure Type: Open Grating

Find on map >>

Structure Number: 334083,  Location: 5 MILES N OF GOUVERNEUR (Lat: 44.503536,  Lng: -75.428794),  Route carried "on" structure: County highway ,  Year Built: 1992,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 350 (year 2003),  Truck Traffic: 6%,  Average Future Daily Traffic: 467 (year 2023),  Design Load: HS 20+Mod,  Features Intersected: BEAVER CREEK,  Facility Carried by Structure: GOV-DPYSTER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.9m (58.7ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Satisfactory,  Superstructure: Excellent,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 1.92m (6.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $1,066,000,  Roadway Improvement Cost: $634,000,  Total Project Cost: $1,700,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

Find on map >>

Structure Number: 334084,  Location: 4 MI SW OF KENDREW CORNRS (Lat: 44.526383,  Lng: -75.402011),  Route carried "on" structure: County highway ,  Year Built: 1938,  Status: Open,  Structure Length: 1.88m (6.17ft),  Average Daily Traffic: 260 (year 2000),  Truck Traffic: 6%,  Average Future Daily Traffic: 347 (year 2020),  Features Intersected: BEAVER CREEK,  Facility Carried by Structure: COUNTY ROAD 17
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.7m (18.7ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.5m (60.7ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.1m (23.3ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Channel: Excellent,  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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.88m (6.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Bridge Improvement Cost: $290,000,  Roadway Improvement Cost: $173,000,  Total Project Cost: $463,000 ( Estimate for 2007),  Deck Structure Type: Open Grating

Find on map >>

Structure Number: 334085,  Location: LOCATED IN DEKALB (Lat: 44.501092,  Lng: -75.345250),  Route carried "on" structure: County highway ,  Year Built: 1965,  Status: Open,  Structure Length: 8.44m (27.69ft),  Average Daily Traffic: 520 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 624 (year 2027),  Design Load: HS 20,  Features Intersected: OSWEGATCHIE RIVER,  Facility Carried by Structure: COUNTY ROAD 17
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.0m (19.7ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 41.1m (134.8ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very 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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.44m (27.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Bridge Improvement Cost: $1,596,000,  Roadway Improvement Cost: $949,000,  Total Project Cost: $2,545,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 334086,  Location: 2.5 MI NE OF RICHVILLE (Lat: 44.441789,  Lng: -75.347033),  Route carried "on" structure: County highway ,  Year Built: 1928,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 1.21m (3.97ft),  Average Daily Traffic: 115 (year 1997),  Truck Traffic: 4%,  Average Future Daily Traffic: 138 (year 2017),  Features Intersected: INDIAN CREEK,  Facility Carried by Structure: DEKALB JCT 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),  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: 11.1m (36.4ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: 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: 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 minimum criteria,  Length Of Structure Improvement: 1.21m (3.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $309,000,  Roadway Improvement Cost: $184,000,  Total Project Cost: $493,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 334087,  Location: .5 MI NW OF RICHVILLE (Lat: 44.421375,  Lng: -75.407106),  Route carried "on" structure: City street ,  Year Built: 1961,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 5.97m (19.59ft),  Average Daily Traffic: 222 (year 1997),  Truck Traffic: 4%,  Average Future Daily Traffic: 266 (year 2017),  Features Intersected: OSWEGATCHIE RIVER,  Facility Carried by Structure: RICHVILLE BRDG RD
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),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.8m (61.7ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Excellent,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 5.97m (19.59ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2007,  Underwater Inspection Date: June 1998,  Bridge Improvement Cost: $309,000,  Roadway Improvement Cost: $184,000,  Total Project Cost: $493,000 ( 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: 336346,  Location: 2 MI SE OF EAST DEKALB (Lat: 44.467442,  Lng: -75.260614),  Route carried "on" structure: City street ,  Year Built: 1953,  Status: Posted for load,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 443 (year 1999),  Truck Traffic: 4%,  Average Future Daily Traffic: 532 (year 2019),  Features Intersected: TANNER CREEK,  Facility Carried by Structure: EAST DEKALB ROAD
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: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 21.8 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 1.31m (4.30ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: July 2007,  Bridge Improvement Cost: $239,000,  Roadway Improvement Cost: $142,000,  Total Project Cost: $381,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 336354,  Location: 1.3 MI SW OF DE KALB JUNC (Lat: 44.495242,  Lng: -75.250903),  Route carried "on" structure: County highway ,  Year Built: 1970,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 1,206 (year 2000),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,609 (year 2020),  Features Intersected: TANNER CREEK,  Facility Carried by Structure: COUNTY ROAD 17
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.0m (19.7ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Satisfactory,  Culverts: Serious,  Operating Rating: 73.3 metric tons,  Inventory Rating: 13.0 metric tons,  Structural Evaluation: High priority of corrective action,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.67m (2.20ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2007,  Bridge Improvement Cost: $172,000,  Roadway Improvement Cost: $103,000,  Total Project Cost: $275,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous