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

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Structure Number: 103272,  Location: RT 86 4.4 MI E RAY BROOK (Lat: 44.295772,  Lng: -74.000083),  Route carried "on" structure: US 86,  Year Built: 1935,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 9,156 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 9,764 (year 2040),  Features Intersected: OUTLET BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.502,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.9m (12.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 98.0 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: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.82m (2.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $255,000,  Roadway Improvement Cost: $149,000,  Total Project Cost: $404,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 103273,  Location: 0.8 MI NE JCT RTS 86 & 73 (Lat: 44.300039,  Lng: -73.929328),  Route carried "on" structure: US 86,  Year Built: 1973,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 5.06m (16.60ft),  Average Daily Traffic: 3,495 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,727 (year 2040),  Design Load: HS 20,  Features Intersected: WEST BRANCH AUSABLE RIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.434,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.6m (80.7ft),  Curb-To-Curb Width: 14.2m (46.6ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 93.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.05m (16.57ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $1,811,000,  Roadway Improvement Cost: $1,061,000,  Total Project Cost: $2,872,000 ( 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: 107979,  Location: 1.4 MI S JCT RTS 73 & 86 (Lat: 44.256864,  Lng: -73.962256),  Route carried "on" structure: US 73,  Year Built: 2017,  Status: Open,  Structure Length: 8.60m (28.22ft),  Average Daily Traffic: 3,523 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 3,757 (year 2040),  Design Load: HL 93,  Features Intersected: West Branch Ausable Rive
Minimum Vertical Clearance: 32.69m (107.25ft),  Kilometerpoint: 41.078,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 44.8m (147.0ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 14.7m (48.2ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Good,  Structural Evaluation: Superior 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: 8.59m (28.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $2,972,000,  Roadway Improvement Cost: $1,741,000,  Total Project Cost: $4,713,000 ( 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: 330212,  Location: 4 MI SE OF LAKE PLACID (Lat: 44.190842,  Lng: -73.956697),  Route carried "on" structure: Other road ,  Year Built: 2013,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 781 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,093 (year 2037),  Design Load: HL 93,  Features Intersected: W BR AUSABLE RIVR,  Facility Carried by Structure: ADIRONDACK LOJ RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.158,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Excellent,  Channel: Good,  Operating Rating: 70.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.19m (7.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $1,897,000,  Roadway Improvement Cost: $1,111,000,  Total Project Cost: $3,008,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 330213,  Location: 1.2 MI SE OF LAKE PLACID (Lat: 44.267236,  Lng: -73.951044),  Route carried "on" structure: Other road ,  Year Built: 1893,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 2.71m (8.89ft),  Average Daily Traffic: 988 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,383 (year 2037),  Features Intersected: W BRANCH AUSABLE RIVER,  Facility Carried by Structure: INTERVALE WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.722,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 4.0m (13.1ft),  Out-to-Out Width: 4.1m (13.5ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 52.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 19.0 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 2.71m (8.89ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Critical Feature Inspection Date: May 2020,  Bridge Improvement Cost: $707,000,  Roadway Improvement Cost: $414,000,  Total Project Cost: $1,121,000 ( Estimate for 2021),  Deck Structure Type: Steel plate,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 330214,  Location: 1.5 MI SW OF LAKE PLACID (Lat: 44.262597,  Lng: -74.014144),  Route carried "on" structure: County highway ,  Year Built: 1997,  Status: Open,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 1,449 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,029 (year 2037),  Design Load: HS 25 or greater,  Features Intersected: CHUBB RIVER,  Facility Carried by Structure: CR 23, AVERYVILLE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.974,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.6m (57.7ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 70.8 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.85m (6.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $541,000,  Roadway Improvement Cost: $317,000,  Total Project Cost: $858,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 330216,  Location: IN LAKE PLACID (Lat: 44.280708,  Lng: -73.995436),  Route carried "on" structure: County highway ,  Year Built: 1984,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 5,735 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,116 (year 2040),  Features Intersected: OUTLET BROOK,  Facility Carried by Structure: RIVER STREET EXT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.703,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  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: Fair,  Operating Rating: 73.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 13.1 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: High priority of corrective action,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.15m (3.77ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $162,000,  Roadway Improvement Cost: $95,000,  Total Project Cost: $257,000 ( Estimate for 2021)

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Structure Number: 337043,  Location: 5.3 mi SE Lake Placid (Lat: 44.225531,  Lng: -73.956831),  Route carried "on" structure: County highway ,  Year Built: 2011,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 781 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,093 (year 2037),  Features Intersected: North Meadow Brook,  Facility Carried by Structure: Adirondack Lodge
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.5m (54.1ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 84.3 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.73m (5.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $330,000,  Roadway Improvement Cost: $193,000,  Total Project Cost: $524,000 ( Estimate for 2021),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 337102,  Location: 2 Mi NW Rte 73 Int. (Lat: 44.275983,  Lng: -73.999847),  Route carried "on" structure: County highway ,  Year Built: 2013,  Status: Open,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 5,735 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,116 (year 2040),  Design Load: HL 93,  Features Intersected: CHUBB RIVER,  Facility Carried by Structure: CR 35, OLD MILITAR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.639,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.5m (64.0ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 0.0m,  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 84.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 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: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.04m (6.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $845,000,  Roadway Improvement Cost: $495,000,  Total Project Cost: $1,340,000 ( 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: 337126,  Location: 0.2 MILES S. RTE. 86 (Lat: 44.293214,  Lng: -73.999044),  Route carried "on" structure: Other road ,  Year Built: 2015,  Status: Open,  Structure Length: 1.30m (4.27ft),  Truck Traffic: 6%,  Design Load: HL 93,  Features Intersected: OUTLET BROOK,  Facility Carried by Structure: ALGONQUIN DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.241,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.7m (41.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 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: Equal to present minimum criteria,  Length Of Structure Improvement: 1.30m (4.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $358,000,  Roadway Improvement Cost: $209,000,  Total Project Cost: $567,000 ( Estimate for 2021)

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Structure Number: 337127,  Location: 1.9 MILES N. RTE. 73 (Lat: 44.274508,  Lng: -73.937025),  Route carried "on" structure: County highway ,  Year Built: 2015,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 988 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,383 (year 2037),  Design Load: HL 93,  Features Intersected: ROARING BROOK,  Facility Carried by Structure: CR 21, RIVER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.089,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Inventory Rating: 66.2 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: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.13m (3.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $385,000,  Roadway Improvement Cost: $225,000,  Total Project Cost: $610,000 ( Estimate for 2021)

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Structure Number: 337128,  Location: 3 MILES N. RTE. 73 (Lat: 44.286656,  Lng: -73.932611),  Route carried "on" structure: County highway ,  Year Built: 2015,  Status: Open,  Structure Length: 0.66m (2.17ft),  Average Daily Traffic: 988 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,383 (year 2037),  Design Load: HL 93,  Features Intersected: HOLCOMB POND BROOK,  Facility Carried by Structure: CR 21, RIVER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.763,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.2m (20.3ft),  Curb-To-Curb Width: 8.3m (27.2ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Good,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.65m (2.13ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $314,000,  Roadway Improvement Cost: $184,000,  Total Project Cost: $497,000 ( Estimate for 2021)

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Structure Number: 552487,  Location: 0.2 MI. SW INTER. RTE. 73 (Lat: 44.224508,  Lng: -73.911958),  Route carried "under" structure: ServiceState lands road 913Q,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 200 (year 2021),  Features Intersected: RTE 913Q,  Facility Carried by Structure: PEDESTRIAN PATH
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Wood or Timber,  Length of Maximum Span: 27.1m (88.9ft)