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Bridge Statistics for Sandy Creek, New York (NY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs


  • National Bridge Inventory (NBI) Statistics
  • 13Number of bridges
  • 102ft / 31.1mTotal length
  • $16,460,000Total costs
  • 71,402Total average daily traffic
  • 3,816Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Sandy Creek
  • No street view available for this location

New bridges in Sandy Creek, NY - historical statistics
  • New bridges - historical statistics
  • 21930-1939
  • 11940-1949
  • 81960-1969
  • 12000-2009
  • 12010-2019
Average Bridge Daily Traffic in Sandy Creek, NY
Average Bridge Truck Traffic in Sandy Creek, NY
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 11.1%Excellent
  • 11.1%Very good
  • 22.2%Good
  • 44.4%Fair
  • 11.1%Serious
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 10.0%Excellent
  • 10.0%Very good
  • 10.0%Good
  • 30.0%Satisfactory
  • 40.0%Fair
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 10.0%Excellent
  • 10.0%Very good
  • 10.0%Good
  • 40.0%Satisfactory
  • 30.0%Fair
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 28.6%Good
  • 14.3%Satisfactory
  • 28.6%Fair
  • 28.6%Poor
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Structure Number: 100041,  Location: 2.3MI SE JEFFERSON CL + 3 (Lat: 43.653347,  Lng: -76.149453),  Route carried "on" structure: State highway 3,  Year Built: 2002,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 1,279 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 1,286 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: BLIND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 66.452,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.2m (30.2ft),  Curb-To-Curb Width: 10.3m (33.8ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Excellent,  Channel: Good,  Operating Rating: 79.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.94m (3.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $439,000,  Roadway Improvement Cost: $257,000,  Total Project Cost: $696,000 ( Estimate for 2021)
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Structure Number: 100859,  Location: 1.9 MI S JCT US11 &JEF CL (Lat: 43.644917,  Lng: -76.086353),  Route carried "on" structure: US 11,  Year Built: 1935,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 1,232 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,722 (year 2040),  Design Load: H 20,  Features Intersected: LITTLE SANDY CRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.178,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 66.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 28.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.06m (3.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $499,000,  Roadway Improvement Cost: $292,000,  Total Project Cost: $791,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 103193,  Location: RTE I-81 3. MI S JEFF. CL (Lat: 43.627056,  Lng: -76.082939),  Route carried "on" structure: Other road ,  Year Built: 1961,  Status: Open,  Structure Length: 9.27m (30.41ft),  Average Daily Traffic: 405 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 567 (year 2040),  Design Load: HS 20,  Features Intersected: 81I 81I 34041277 NB, RT,  Facility Carried by Structure: MILLER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.740,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 22.2m (72.8ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.26m (30.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $1,967,000,  Roadway Improvement Cost: $1,152,000,  Total Project Cost: $3,119,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 103194,  Location: 2 MILES S OF JEFF CO LINE (Lat: 43.643672,  Lng: -76.080667),  Route carried "on" structure: County highway ,  Year Built: 1961,  Status: Open,  Structure Length: 6.86m (22.51ft),  Average Daily Traffic: 4,099 (year 1999),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,739 (year 2019),  Design Load: HS 20,  Features Intersected: 81I 81I34041289 NB, RTE,  Facility Carried by Structure: COUNTY ROAD 15
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 14.3m (46.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 68.9 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 6.85m (22.47ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $1,701,000,  Roadway Improvement Cost: $996,000,  Total Project Cost: $2,696,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: 1031951,  Location: RTE I-81 1.9MI S JEFF. CL (Lat: 43.644539,  Lng: -76.080569),  Route carried "on" structure: Interstate 81,  Year Built: 1961,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 9,088 (year 2007),  Truck Traffic: 24%,  Design Load: HS 20,  Features Intersected: LITTLE SANDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.468,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.31m (4.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $723,000,  Roadway Improvement Cost: $423,000,  Total Project Cost: $1,146,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1031952,  Location: RTE I-81 1.9MI S JEFF. CL (Lat: 43.644508,  Lng: -76.080211),  Route carried "on" structure: Interstate 81,  Year Built: 1961,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 6,208 (year 2019),  Truck Traffic: 17%,  Average Future Daily Traffic: 6,958 (year 2040),  Design Load: HS 20,  Features Intersected: LITTLE SANDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.468,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Poor,  Operating Rating: 45.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 34.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.31m (4.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $723,000,  Roadway Improvement Cost: $423,000,  Total Project Cost: $1,146,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 103196,  Location: 1.8 MI S OF JEFF CO LINE (Lat: 43.645931,  Lng: -76.080406),  Route carried "on" structure: County highway ,  Year Built: 1961,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 6.95m (22.80ft),  Average Daily Traffic: 1,377 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,928 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: 81I 81I34041290 NB, RTE,  Facility Carried by Structure: SALISBURY ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.303,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 68.9 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 minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.94m (22.77ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $1,766,000,  Roadway Improvement Cost: $1,034,000,  Total Project Cost: $2,799,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 320929,  Location: 2.2 MI W OF SANDY CREEK (Lat: 43.636194,  Lng: -76.128531),  Route carried "on" structure: Other road ,  Year Built: 2015,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 149 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 209 (year 2040),  Features Intersected: LITTLE SANDY CREEK,  Facility Carried by Structure: NORTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 1 degrees,  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: 8.8m (28.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Very good,  Channel: Fair,  Operating Rating: 75.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present desirable 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: 1.34m (4.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $2,173,000,  Roadway Improvement Cost: $1,273,000,  Total Project Cost: $3,446,000 ( Estimate for 2021),  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 333837,  Location: 4 MI SE OF ELLISBURG (Lat: 43.680103,  Lng: -76.122536),  Route carried "on" structure: Other road ,  Year Built: 1940,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 188 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 263 (year 2039),  Features Intersected: LINDSEY CREEK,  Facility Carried by Structure: MCDONALD HILL RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.451,  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: 9.4m (30.8ft),  Curb-To-Curb Width: 5.7m (18.7ft),  Out-to-Out Width: 6.3m (20.7ft)

Condition: Deck: Serious,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 97.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.09m (3.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $206,000,  Roadway Improvement Cost: $121,000,  Total Project Cost: $327,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 333843,  Location: 3.2 MI SE OF ELLISBURG (Lat: 43.683075,  Lng: -76.106822),  Route carried "on" structure: County highway ,  Year Built: 1937,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 330 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 462 (year 2035),  Features Intersected: LINDSEY CREEK,  Facility Carried by Structure: SANDY CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.933,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.9m (22.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Poor,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 76.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 0.94m (3.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $186,000,  Roadway Improvement Cost: $109,000,  Total Project Cost: $294,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 103193,  Location: RTE I-81 3. MI S JEFF. CL (Lat: 43.627056,  Lng: -76.082939),  Route carried "under" structure: Interstate 81,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 15,164 (year 1999),  Features Intersected: 81I 81I 34041277 NB, RT,  Facility Carried by Structure: MILLER ROAD
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 44.601,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.2m (72.8ft)

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Structure Number: 103194,  Location: 2 MILES S OF JEFF CO LINE (Lat: 43.643672,  Lng: -76.080667),  Route carried "under" structure: Interstate 81,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 16,719 (year 2000),  Features Intersected: 81I 81I34041289 NB, RTE,  Facility Carried by Structure: COUNTY ROAD 15
Minimum Vertical Clearance: 5.74m (18.83ft),  Kilometerpoint: 46.532,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.3m (46.9ft)

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Structure Number: 103196,  Location: 1.8 MI S OF JEFF CO LINE (Lat: 43.645931,  Lng: -76.080406),  Route carried "under" structure: Interstate 81,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 15,164 (year 1999),  Features Intersected: 81I 81I34041290 NB, RTE,  Facility Carried by Structure: SALISBURY ST
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 46.758,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.6m (47.9ft)

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