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Bridge Statistics for Providence, New York (NY) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Providence, NY, New York, New York forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 13 Total length: 14 meters (46ft) Total costs: $3,970,000 Total average daily traffic: 4,360 Total average daily truck traffic: 216 Total future (year 1997) average daily traffic: 5,721 National Bridge Inventory (NBI) Registered Bridges for Providence
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 22028, Location: 4.5 MI W LAKE DESOLATION (Lat: 43.130364, Lng: -74.080072), Route carried "on" structure: City street , Year Built: 2001, Status: Open, Structure Length: 1.61m (5.28ft), Average Daily Traffic: 21 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 28 (year 2026), Design Load: HS 25, Features Intersected: HANS CREEK, Facility Carried by Structure: HANS CREEK ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.2m (23.6ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.3m (50.2ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.2m (26.9ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: 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: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.61m (5.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $200,000, Roadway Improvement Cost: $119,000, Total Project Cost: $319,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 220281, Location: 4 MI NNW JCT SH 147 & 29 (Lat: 43.131233, Lng: -74.078319), Route carried "on" structure: City street , Year Built: 2001, Status: Open, Structure Length: 1.60m (5.25ft), Average Daily Traffic: 21 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 28 (year 2026), Design Load: HS 25, Features Intersected: HANS CREEK, Facility Carried by Structure: HANS CREEK ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.2m (23.6ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.2m (26.9ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: 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: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $200,000, Roadway Improvement Cost: $119,000, Total Project Cost: $319,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 220282, Location: 4MI NNWJCT NY 147& NY29 (Lat: 43.131428, Lng: -74.076800), Route carried "on" structure: City street , Year Built: 1914, Year Reconstructed: 1987, Status: Open, Structure Length: 1.03m (3.38ft), Average Daily Traffic: 21 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 28 (year 2026), Design Load: HS 20, Features Intersected: HANS CREEK, Facility Carried by Structure: HANS CREEK ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.2m (13.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.0m (32.8ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.4m (24.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.03m (3.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Bridge Improvement Cost: $200,000, Roadway Improvement Cost: $119,000, Total Project Cost: $319,000 ( Estimate for 2007), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber Find on map >>
Structure Number: 220283, Location: 4 MI N NW JCT NY147+NY29 (Lat: 43.130936, Lng: -74.074986), Route carried "on" structure: City street , Year Built: 1982, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 21 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 28 (year 2026), Design Load: HS 20, Features Intersected: HANS CREEK, Facility Carried by Structure: HANS CREEK 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: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.6m (28.2ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Very good, Channel: Good, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Bridge Improvement Cost: $200,000, Roadway Improvement Cost: $119,000, Total Project Cost: $319,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 220284, Location: 4 MI NW JCT NY147 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.8m (25.6ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.9m (29.2ft) 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: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.04m (3.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $200,000, Roadway Improvement Cost: $119,000, Total Project Cost: $319,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Galvanized Reinforcing Find on map >>
Structure Number: 226, Location: 3 MI NE JCT NY29&NY147 (Lat: 43.102394, Lng: -73.998464), Route carried "on" structure: City street , Year Built: 1907, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 424 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 556 (year 2026), Features Intersected: ALDER CREEK, Facility Carried by Structure: ANTIOCH ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.8m (15.7ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Bridge Improvement Cost: $160,000, Roadway Improvement Cost: $95,000, Total Project Cost: $255,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 226004, Location: 1.5 MI NW JCT SH149 &SH29 (Lat: 43.080553, Lng: -74.074908), Route carried "on" structure: City street , Year Built: 2001, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 580 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 761 (year 2026), Design Load: HS 25, Features Intersected: ALDER CREEK, Facility Carried by Structure: POTTER HOLLW ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.6m (21.7ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 6.7m (22.0ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 73.5 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 corrective action, 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: July 2007, Bridge Improvement Cost: $138,000, Roadway Improvement Cost: $82,000, Total Project Cost: $220,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 330427, Location: 4 MI NNW JCT SH147 & SH29 (Lat: 43.129511, Lng: -74.081456), Route carried "on" structure: City street , Year Built: 2001, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 21 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 28 (year 2026), Design Load: H 20, Features Intersected: HANS CREEK, Facility Carried by Structure: HANS CREEK ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.4m (27.6ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very 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: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.58m (5.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Bridge Improvement Cost: $214,000, Roadway Improvement Cost: $127,000, Total Project Cost: $341,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 330428, Location: 2 MI NW JCT NY147&NY29 (Lat: 43.075053, Lng: -74.098692), Route carried "on" structure: County highway , Year Built: 1975, Status: Open, Structure Length: 0.97m (3.18ft), Average Daily Traffic: 2,247 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 2,948 (year 2025), Features Intersected: KENYETTO CREEK, Facility Carried by Structure: FISH HOUSE RD C14 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: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.8m (15.7ft) Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 76.0 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.97m (3.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $218,000, Roadway Improvement Cost: $129,000, Total Project Cost: $347,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 330472, Location: 2.5 MI NE RT.29 & 147 (Lat: 43.089258, Lng: -74.038739), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 978 (year 1977), Truck Traffic: 5%, Average Future Daily Traffic: 1,283 (year 1997), Design Load: HS 20, Features Intersected: ALDER CREEK, Facility Carried by Structure: CR16 BARKRSVLE RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.6m (28.2ft) Condition: Deck: Very good, Superstructure: Excellent, Substructure: Good, Channel: Very good, Inventory Rating: 81.6 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Bridge Improvement Cost: $201,000, Roadway Improvement Cost: $120,000, Total Project Cost: $321,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 330473, Location: 2.5 MI NE SH 29 < SH 147 (Lat: 43.088836, Lng: -74.038850), Route carried "on" structure: County highway , Year Built: 1996, Status: Open, Structure Length: 1.18m (3.87ft), Average Daily Traffic: 1 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 1 (year 2025), Design Load: HS 25, Features Intersected: ALDER CREEK, Facility Carried by Structure: CR 13 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.6m (34.8ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.6m (28.2ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 78.9 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: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.18m (3.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Bridge Improvement Cost: $201,000, Roadway Improvement Cost: $120,000, Total Project Cost: $321,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 330474, Location: 2.8 MI NW NY29 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.0m (32.8ft) Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 74.4 metric tons, Inventory Rating: 29.3 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $179,000, Roadway Improvement Cost: $106,000, Total Project Cost: $285,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 330475, Location: 6 MI S OF EDINBURG (Lat: 43.127817, Lng: -74.102436), Route carried "on" structure: County highway , Year Built: 1958, Year Reconstructed: 1999, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 1 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 1 (year 2025), Design Load: HS 25, Features Intersected: HANS CREEK, Facility Carried by Structure: CR 13 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.9m (35.8ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.8m (28.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 83.5 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $179,000, Roadway Improvement Cost: $106,000, Total Project Cost: $285,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Discuss this city on our hugely popular New York forum Back to: Providence, NY, New York, All US cities.
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