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Bridge Statistics for Locke, New York (NY) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Locke, NY, New York, New York forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 12 Total length: 19 meters (62ft) Total costs: $7,569,000 Total average daily traffic: 14,059 Total average daily truck traffic: 1,315 National Bridge Inventory (NBI) Registered Bridges for Locke
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 102423, Location: 1.8 MI SE JCT RTS 38 & 90 (Lat: 42.642081, Lng: -76.407486), Route carried "on" structure: State highway 38, Year Built: 2001, Status: Open, Structure Length: 2.60m (8.53ft), Average Daily Traffic: 1,998 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 2,211 (year 2026), Design Load: HS 25, Features Intersected: OWASCO INLET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.763, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.5m (83.7ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.4m (37.4ft) Condition: Deck: Excellent, Superstructure: Very good, Substructure: Excellent, Channel: Excellent, 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.60m (8.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $1,559,000, Roadway Improvement Cost: $927,000, Total Project Cost: $2,486,000 ( 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: 102424, Location: 0.7 MI SE JCT RTS 38 + 90 (Lat: 42.651553, Lng: -76.424806), Route carried "on" structure: State highway 38, Year Built: 1956, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 1,998 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 2,211 (year 2026), Design Load: H 20, Features Intersected: OWASCO INLET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.770, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.3m (24.0ft) Condition: Channel: Fair, Culverts: Good, Operating Rating: 74.9 metric tons, Inventory Rating: 32.6 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: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Bridge Improvement Cost: $360,000, Roadway Improvement Cost: $214,000, Total Project Cost: $574,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 102425, Location: 0.2 MI SE JCT.RTS.38 & 90 (Lat: 42.658306, Lng: -76.429531), Route carried "on" structure: State highway 38, Year Built: 1985, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 1,998 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 2,211 (year 2026), Design Load: HS 20, Features Intersected: HEMLOCK CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.767, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 12.1m (39.7ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 92.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: 2.16m (7.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $360,000, Roadway Improvement Cost: $214,000, Total Project Cost: $574,000 ( 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: 102426, Location: 0.6 MI N JCT RTS 38 + 90 (Lat: 42.668850, Lng: -76.430917), Route carried "on" structure: State highway 38, Year Built: 1956, Status: Open, Structure Length: 2.40m (7.87ft), Average Daily Traffic: 4,005 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 4,432 (year 2024), Design Load: HS 20, Features Intersected: OWASCO INLET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.544, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.4m (40.7ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 13.1m (43.0ft) Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 77.6 metric tons, Inventory Rating: 29.3 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.40m (7.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Bridge Improvement Cost: $683,000, Roadway Improvement Cost: $406,000, Total Project Cost: $1,089,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 10344, Location: 0.2 MI SE JCT RTS 90 & 38 (Lat: 42.659658, Lng: -76.428203), Route carried "on" structure: State highway 90, Year Built: 1999, Status: Open, Structure Length: 2.49m (8.17ft), Average Daily Traffic: 1,197 (year 2006), Truck Traffic: 9%, Average Future Daily Traffic: 1,478 (year 2026), Design Load: HS 25, Features Intersected: OWASCO INLET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.066, Lanes on structure: 2, Base Highway Network: Yes, 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: 23.7m (77.8ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 11.3m (37.1ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 73.5 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: Superior to present desirable 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: 2.49m (8.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $576,000, Roadway Improvement Cost: $342,000, Total Project Cost: $918,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 220683, Location: 0.5 MI SW OF LOCKE (Lat: 42.651597, Lng: -76.438525), Route carried "on" structure: City street , Year Built: 1990, Status: Posted for load, Structure Length: 1.18m (3.87ft), Average Daily Traffic: 81 (year 1999), Truck Traffic: 6%, Average Future Daily Traffic: 102 (year 2019), Features Intersected: HEMLOCK CREEK, Facility Carried by Structure: OLD GENOA ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.8m (15.7ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.2m (36.7ft), Curb-To-Curb Width: 5.0m (16.4ft), Out-to-Out Width: 5.5m (18.0ft) Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 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, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 1.18m (3.87ft), Designated Inspection Frequency: Every 12 months, Inspection Date: July 2007, Bridge Improvement Cost: $142,000, Roadway Improvement Cost: $84,000, Total Project Cost: $226,000 ( Estimate for 2007), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 220685, Location: 1 MILE SE OF LOCKE (Lat: 42.649081, Lng: -76.424728), Route carried "on" structure: City street , Year Built: 1963, Status: Posted for load, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 175 (year 2000), Truck Traffic: 6%, Average Future Daily Traffic: 220 (year 2020), Features Intersected: OWASCO INLET, Facility Carried by Structure: CAT PATH ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.5m (14.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.1m (20.0ft) Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 23.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 13.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 12 months, Inspection Date: September 2007, Bridge Improvement Cost: $182,000, Roadway Improvement Cost: $108,000, Total Project Cost: $290,000 ( Estimate for 2007), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 331158, Location: 4.5 MI ESE OF GENOA (Lat: 42.639589, Lng: -76.449928), Route carried "on" structure: County highway , Year Built: 1940, Year Reconstructed: 1995, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,403 (year 2002), Truck Traffic: 9%, Average Future Daily Traffic: 1,732 (year 2022), Design Load: HS 25, Features Intersected: HEMLOCK CREEK, Facility Carried by Structure: CREEK 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: Wood or Timber, 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: 8.5m (27.9ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 78.0 metric tons, Inventory Rating: 40.8 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $153,000, Roadway Improvement Cost: $91,000, Total Project Cost: $244,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 33116, Location: .4 MI SW OF TOWN OF LOCKE (Lat: 42.654792, Lng: -76.434778), Route carried "on" structure: County highway , Year Built: 1953, Status: Open, Structure Length: 1.12m (3.67ft), Average Daily Traffic: 523 (year 2001), Truck Traffic: 6%, Average Future Daily Traffic: 657 (year 2021), Features Intersected: HEMLOCK CREEK, Facility Carried by Structure: BIRD CEMETERY 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), 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: 10.9m (35.8ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.4m (21.0ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 61.8 metric tons, Inventory Rating: 23.7 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.12m (3.67ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Bridge Improvement Cost: $153,000, Roadway Improvement Cost: $91,000, Total Project Cost: $244,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 331161, Location: .2 MI NE JCT SH 38 & SH 9 (Lat: 42.663553, Lng: -76.428603), Route carried "on" structure: City street , Year Built: 1957, Status: Posted for load, Structure Length: 1.70m (5.58ft), Average Daily Traffic: 208 (year 2001), Truck Traffic: 6%, Average Future Daily Traffic: 261 (year 2021), Features Intersected: OWASCO INLET, Facility Carried by Structure: ERRON HILL 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: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.7m (54.8ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 6.4m (21.0ft) Condition: Deck: Serious, Superstructure: Serious, Substructure: Poor, Channel: Good, Operating Rating: 14.0 metric tons, Inventory Rating: 14.0 metric tons, Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 12 months, Inspection Date: August 2007, Bridge Improvement Cost: $153,000, Roadway Improvement Cost: $91,000, Total Project Cost: $244,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 331162, Location: 1.7 MI SE JCT SH38 & SH90 (Lat: 42.631703, Lng: -76.397531), Route carried "on" structure: County highway , Year Built: 1930, Year Reconstructed: 1958, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 173 (year 2001), Truck Traffic: 6%, Average Future Daily Traffic: 217 (year 2021), Features Intersected: OWASCO INLET, Facility Carried by Structure: COUNTY ROAD 55 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 continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 5.7m (18.7ft), Out-to-Out Width: 6.0m (19.7ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 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, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Bridge Improvement Cost: $200,000, Roadway Improvement Cost: $119,000, Total Project Cost: $319,000 ( Estimate for 2007), Deck Structure Type: Open Grating Find on map >>
Structure Number: 336925, Location: .2 MI S JCT SH 90 & CR 48 (Lat: 42.642178, Lng: -76.447253), Route carried "on" structure: County highway , Year Built: 1997, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 300 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 377 , Design Load: HS 20, Features Intersected: HEMLOCK CREEK, Facility Carried by Structure: WEST GROTON 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: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.9m (25.9ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 78.6 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Bridge Improvement Cost: $226,000, Roadway Improvement Cost: $135,000, Total Project Cost: $361,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Discuss this city on our hugely popular New York forum Back to: Locke, NY, New York, All US cities.
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