Bridge Statistics for De Kalb, New York (NY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 11Number of bridges
- 148ft / 44.7mTotal length
- $14,786,000Total costs
- 8,175Total average daily traffic
- 915Total average daily truck traffic
- 9,206Total future (year 2038) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for De Kalb
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 11950-1959
- 21960-1969
- 11970-1979
- 21990-1999
- 12000-2009
- 32010-2019
- Reconstructed bridges - Historical Statistics
- 11990-1999
- 12000-2009
- 02010-2019
- 12020-2022
- Bridge Condition - Deck
- 22.2%Excellent
- 44.4%Very good
- 11.1%Good
- 11.1%Satisfactory
- 11.1%Poor
- Bridge Condition - Superstructure
- 55.6%Excellent
- 11.1%Very good
- 22.2%Good
- 11.1%Fair
- Bridge Condition - Substructure
- 33.3%Excellent
- 22.2%Very good
- 22.2%Good
- 11.1%Satisfactory
- 11.1%Fair
- Bridge Condition - Channel
- 20.0%Excellent
- 40.0%Very good
- 30.0%Good
- 10.0%Poor
- Bridge Condition - Culverts
- 50.0%Good
- 50.0%Poor
Find on map >> Show street view
Structure Number: 100875, Location: 1.2 MI NE JCT US11 &SH812 (Lat: 44.474125, Lng: -75.319522), Route carried "on" structure: US 11, Year Built: 2019, Status: Open, Structure Length: 10.42m (34.19ft), Average Daily Traffic: 4,110 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 4,149 (year 2040), Design Load: HL 93, Features Intersected: CSX TRANSPRTATION
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.022, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 48.8m (160.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, 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: Superior to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable 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 2021, Bridge Improvement Cost: $2,671,000, Roadway Improvement Cost: $1,564,000, Total Project Cost: $4,235,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 100875, Location: 1.2 MI NE JCT US11 &SH812 (Lat: 44.474125, Lng: -75.319522), Route carried "on" structure: US 11, Year Built: 2019, Status: Open, Structure Length: 10.42m (34.19ft), Average Daily Traffic: 4,110 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 4,149 (year 2040), Design Load: HL 93, Features Intersected: CSX TRANSPRTATION
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.022, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 48.8m (160.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, 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: Superior to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable 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 2021, Bridge Improvement Cost: $2,671,000, Roadway Improvement Cost: $1,564,000, Total Project Cost: $4,235,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 103279, Location: 5.1 MI N JCT I87 + US 11 (Lat: 44.545583, Lng: -75.341475), Route carried "on" structure: State highway 812, Year Built: 1977, Status: Open, Structure Length: 8.56m (28.08ft), Average Daily Traffic: 1,625 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 1,640 (year 2040), Design Load: HS 20, Features Intersected: OSWEGATCHIE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 54.111, 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: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Somewhat better than minimum adequacy, 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: June 2020, Underwater Inspection Date: September 2018, Bridge Improvement Cost: $2,402,000, Roadway Improvement Cost: $1,407,000, Total Project Cost: $3,808,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 103279, Location: 5.1 MI N JCT I87 + US 11 (Lat: 44.545583, Lng: -75.341475), Route carried "on" structure: State highway 812, Year Built: 1977, Status: Open, Structure Length: 8.56m (28.08ft), Average Daily Traffic: 1,625 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 1,640 (year 2040), Design Load: HS 20, Features Intersected: OSWEGATCHIE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 54.111, 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: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Somewhat better than minimum adequacy, 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: June 2020, Underwater Inspection Date: September 2018, Bridge Improvement Cost: $2,402,000, Roadway Improvement Cost: $1,407,000, Total Project Cost: $3,808,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Find on map >> Show street view
Structure Number: 222108, Location: 1 MI SE OF RICHVILLE (Lat: 44.405233, Lng: -75.384306), Route carried "on" structure: Other road , Year Built: 1996, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 37 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 52 (year 2038), Features Intersected: BOLAND CREEK, Facility Carried by Structure: LIMKILN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.869, 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: Poor, Culverts: Poor, Operating Rating: 73.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.67m (2.20ft), Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Bridge Improvement Cost: $98,000, Roadway Improvement Cost: $57,000, Total Project Cost: $156,000 ( Estimate for 2021)
Structure Number: 222108, Location: 1 MI SE OF RICHVILLE (Lat: 44.405233, Lng: -75.384306), Route carried "on" structure: Other road , Year Built: 1996, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 37 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 52 (year 2038), Features Intersected: BOLAND CREEK, Facility Carried by Structure: LIMKILN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.869, 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: Poor, Culverts: Poor, Operating Rating: 73.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.67m (2.20ft), Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Bridge Improvement Cost: $98,000, Roadway Improvement Cost: $57,000, Total Project Cost: $156,000 ( Estimate for 2021)
Find on map >> Show street view
Structure Number: 322106, Location: 2 MI NE OF HERMON (Lat: 44.484581, Lng: -75.257689), Route carried "on" structure: Other road , Year Built: 2008, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 48 (year 2018), Truck Traffic: 15%, Average Future Daily Traffic: 67 (year 2038), Design Load: HS 25 or greater, Features Intersected: TANNER CREEK, Facility Carried by Structure: POOLER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.363, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 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-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Inventory Rating: 85.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.07m (6.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $292,000, Roadway Improvement Cost: $171,000, Total Project Cost: $462,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 322106, Location: 2 MI NE OF HERMON (Lat: 44.484581, Lng: -75.257689), Route carried "on" structure: Other road , Year Built: 2008, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 48 (year 2018), Truck Traffic: 15%, Average Future Daily Traffic: 67 (year 2038), Design Load: HS 25 or greater, Features Intersected: TANNER CREEK, Facility Carried by Structure: POOLER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.363, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 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-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Inventory Rating: 85.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.07m (6.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $292,000, Roadway Improvement Cost: $171,000, Total Project Cost: $462,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 334083, Location: 5 MILES N OF GOUVERNEUR (Lat: 44.503603, Lng: -75.428825), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 280 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 392 (year 2038), Design Load: HS 20+Mod, Features Intersected: BEAVER CREEK, Facility Carried by Structure: GOV-DPYSTER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.729, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, 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: Good, Superstructure: Excellent, Substructure: Very good, Channel: 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: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 1.92m (6.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $310,000, Roadway Improvement Cost: $181,000, Total Project Cost: $491,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 334083, Location: 5 MILES N OF GOUVERNEUR (Lat: 44.503603, Lng: -75.428825), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 280 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 392 (year 2038), Design Load: HS 20+Mod, Features Intersected: BEAVER CREEK, Facility Carried by Structure: GOV-DPYSTER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.729, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, 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: Good, Superstructure: Excellent, Substructure: Very good, Channel: 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: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 1.92m (6.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $310,000, Roadway Improvement Cost: $181,000, Total Project Cost: $491,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Other
Find on map >> Show street view
Structure Number: 334084, Location: 4 MI SW OF KENDREW CORNRS (Lat: 44.526378, Lng: -75.401961), Route carried "on" structure: County highway , Year Built: 2017, Status: Open, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 212 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 297 (year 2038), Design Load: HS 25 or greater, Features Intersected: BEAVER CREEK, Facility Carried by Structure: COUNTY ROAD 17
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.866, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.2m (99.1ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Inventory Rating: 74.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.16m (10.37ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $388,000, Roadway Improvement Cost: $227,000, Total Project Cost: $614,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 334084, Location: 4 MI SW OF KENDREW CORNRS (Lat: 44.526378, Lng: -75.401961), Route carried "on" structure: County highway , Year Built: 2017, Status: Open, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 212 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 297 (year 2038), Design Load: HS 25 or greater, Features Intersected: BEAVER CREEK, Facility Carried by Structure: COUNTY ROAD 17
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.866, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.2m (99.1ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Inventory Rating: 74.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.16m (10.37ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $388,000, Roadway Improvement Cost: $227,000, Total Project Cost: $614,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Find on map >> Show street view
Structure Number: 334085, Location: LOCATED IN DEKALB (Lat: 44.501336, Lng: -75.345547), Route carried "on" structure: County highway , Year Built: 1965, Year Reconstructed: 2020, Status: Open, Structure Length: 8.38m (27.49ft), Average Daily Traffic: 432 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 605 (year 2038), Design Load: HL 93, Features Intersected: OSWEGATCHIE RIVER, Facility Carried by Structure: COUNTY ROAD 17
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.273, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 41.1m (134.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 86.2 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: Better than 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: 8.38m (27.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $1,396,000, Roadway Improvement Cost: $817,000, Total Project Cost: $2,213,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 334085, Location: LOCATED IN DEKALB (Lat: 44.501336, Lng: -75.345547), Route carried "on" structure: County highway , Year Built: 1965, Year Reconstructed: 2020, Status: Open, Structure Length: 8.38m (27.49ft), Average Daily Traffic: 432 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 605 (year 2038), Design Load: HL 93, Features Intersected: OSWEGATCHIE RIVER, Facility Carried by Structure: COUNTY ROAD 17
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.273, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 41.1m (134.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 86.2 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: Better than 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: 8.38m (27.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $1,396,000, Roadway Improvement Cost: $817,000, Total Project Cost: $2,213,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 334086, Location: 2.5 MI NE OF RICHVILLE (Lat: 44.441600, Lng: -75.347092), Route carried "on" structure: County highway , Year Built: 1928, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 137 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 192 (year 2038), Features Intersected: INDIAN CREEK, Facility Carried by Structure: DEKALB JCT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.381, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), 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: 11.2m (36.7ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Poor, 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: Meets minimum limits, 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 2021, Bridge Improvement Cost: $361,000, Roadway Improvement Cost: $211,000, Total Project Cost: $572,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 334086, Location: 2.5 MI NE OF RICHVILLE (Lat: 44.441600, Lng: -75.347092), Route carried "on" structure: County highway , Year Built: 1928, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 137 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 192 (year 2038), Features Intersected: INDIAN CREEK, Facility Carried by Structure: DEKALB JCT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.381, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), 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: 11.2m (36.7ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Poor, 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: Meets minimum limits, 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 2021, Bridge Improvement Cost: $361,000, Roadway Improvement Cost: $211,000, Total Project Cost: $572,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 334087, Location: .5 MI NW OF RICHVILLE (Lat: 44.421556, Lng: -75.407294), Route carried "on" structure: Other road , Year Built: 1961, Year Reconstructed: 2001, Status: Open, Structure Length: 5.97m (19.59ft), Average Daily Traffic: 157 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 220 (year 2038), Features Intersected: OSWEGATCHIE RIVER, Facility Carried by Structure: RICHVILLE BRDG RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.628, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), 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: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Very good, Superstructure: Very 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: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.97m (19.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $1,017,000, Roadway Improvement Cost: $596,000, Total Project Cost: $1,613,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 334087, Location: .5 MI NW OF RICHVILLE (Lat: 44.421556, Lng: -75.407294), Route carried "on" structure: Other road , Year Built: 1961, Year Reconstructed: 2001, Status: Open, Structure Length: 5.97m (19.59ft), Average Daily Traffic: 157 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 220 (year 2038), Features Intersected: OSWEGATCHIE RIVER, Facility Carried by Structure: RICHVILLE BRDG RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.628, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), 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: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Very good, Superstructure: Very 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: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.97m (19.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $1,017,000, Roadway Improvement Cost: $596,000, Total Project Cost: $1,613,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 336346, Location: 2 MI SE OF EAST DEKALB (Lat: 44.467453, Lng: -75.260525), Route carried "on" structure: Other road , Year Built: 1953, Year Reconstructed: 2009, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 559 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 783 (year 2038), Design Load: HS 25 or greater, Features Intersected: TANNER CREEK, Facility Carried by Structure: EAST DEKALB ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.808, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Very good, Channel: Excellent, 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: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $277,000, Roadway Improvement Cost: $162,000, Total Project Cost: $439,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 336346, Location: 2 MI SE OF EAST DEKALB (Lat: 44.467453, Lng: -75.260525), Route carried "on" structure: Other road , Year Built: 1953, Year Reconstructed: 2009, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 559 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 783 (year 2038), Design Load: HS 25 or greater, Features Intersected: TANNER CREEK, Facility Carried by Structure: EAST DEKALB ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.808, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Very good, Channel: Excellent, 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: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $277,000, Roadway Improvement Cost: $162,000, Total Project Cost: $439,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 336354, Location: 1.3 MI SW OF DE KALB JUNC (Lat: 44.495297, Lng: -75.250878), Route carried "on" structure: County highway , Year Built: 2010, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 578 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 809 (year 2039), Features Intersected: TANNER CREEK, Facility Carried by Structure: COUNTY ROAD 17
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.705, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft)
Condition: Channel: Good, Culverts: Good, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $115,000, Roadway Improvement Cost: $67,000, Total Project Cost: $183,000 ( Estimate for 2021)
Structure Number: 336354, Location: 1.3 MI SW OF DE KALB JUNC (Lat: 44.495297, Lng: -75.250878), Route carried "on" structure: County highway , Year Built: 2010, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 578 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 809 (year 2039), Features Intersected: TANNER CREEK, Facility Carried by Structure: COUNTY ROAD 17
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.705, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft)
Condition: Channel: Good, Culverts: Good, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $115,000, Roadway Improvement Cost: $67,000, Total Project Cost: $183,000 ( Estimate for 2021)