Bridge Statistics for Westbury, New York (NY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 38Number of bridges
- 220ft / 66.7mTotal length
- $108,284,000Total costs
- 2,061,168Total average daily traffic
- 1,641Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Westbury
- No street view available for this location
- New bridges - historical statistics
- 21910-1919
- 81930-1939
- 21940-1949
- 71980-1989
- 181990-1999
- 12010-2019
- Bridge Condition - Deck
- 18.8%Very good
- 37.5%Good
- 31.3%Satisfactory
- 12.5%Fair
- Bridge Condition - Superstructure
- 26.3%Very good
- 42.1%Good
- 31.6%Satisfactory
- Bridge Condition - Substructure
- 10.5%Very good
- 47.4%Good
- 42.1%Satisfactory
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Structure Number: 1058101, Location: .1 MI E JCT SH 25 & NSP (Lat: 40.755881, Lng: -73.618964), Route carried "on" structure: State highway 908G, Year Built: 1989, Status: Open, Structure Length: 2.99m (9.81ft), Average Daily Traffic: 76,503 (year 2018), Average Future Daily Traffic: 91,000 (year 2040), Design Load: HS 20, Features Intersected: GLEN COVE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.957, Lanes on structure: 3, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.2m (95.8ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.1m (52.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 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: Equal to present desirable criteria, Length Of Structure Improvement: 2.98m (9.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $3,794,000, Roadway Improvement Cost: $2,222,000, Total Project Cost: $6,016,000 ( 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: 1058101, Location: .1 MI E JCT SH 25 & NSP (Lat: 40.755881, Lng: -73.618964), Route carried "on" structure: State highway 908G, Year Built: 1989, Status: Open, Structure Length: 2.99m (9.81ft), Average Daily Traffic: 76,503 (year 2018), Average Future Daily Traffic: 91,000 (year 2040), Design Load: HS 20, Features Intersected: GLEN COVE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.957, Lanes on structure: 3, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.2m (95.8ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.1m (52.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 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: Equal to present desirable criteria, Length Of Structure Improvement: 2.98m (9.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $3,794,000, Roadway Improvement Cost: $2,222,000, Total Project Cost: $6,016,000 ( 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: 1058102, Location: .1 MI E JCT SH 25 & NSP (Lat: 40.755656, Lng: -73.618889), Route carried "on" structure: State highway 908G, Year Built: 1938, Status: Open, Structure Length: 2.96m (9.71ft), Average Daily Traffic: 76,503 (year 2018), Average Future Daily Traffic: 91,000 (year 2040), Design Load: H 20, Features Intersected: GLEN COVE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.957, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 67.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 25.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.95m (9.68ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $3,626,000, Roadway Improvement Cost: $2,123,000, Total Project Cost: $5,749,000 ( 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: 1058102, Location: .1 MI E JCT SH 25 & NSP (Lat: 40.755656, Lng: -73.618889), Route carried "on" structure: State highway 908G, Year Built: 1938, Status: Open, Structure Length: 2.96m (9.71ft), Average Daily Traffic: 76,503 (year 2018), Average Future Daily Traffic: 91,000 (year 2040), Design Load: H 20, Features Intersected: GLEN COVE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.957, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 67.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 25.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.95m (9.68ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $3,626,000, Roadway Improvement Cost: $2,123,000, Total Project Cost: $5,749,000 ( 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: 105812, Location: .9 MI E JCT RTE 25 & NSP (Lat: 40.758981, Lng: -73.604867), Route carried "on" structure: Other road , Year Built: 1998, Status: Open, Structure Length: 4.48m (14.70ft), Average Daily Traffic: 3,493 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 4,321 (year 2040), Design Load: HS 25 or greater, Features Intersected: 908G908G03011077 E/B, RT, Facility Carried by Structure: CARLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 2, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.8m (74.8ft), Curb or Sidewalk Widths: Left: 3.1m (10.2ft), Right: 3.1m (10.2ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 17.8m (58.4ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: 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: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.48m (14.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $3,194,000, Roadway Improvement Cost: $1,871,000, Total Project Cost: $5,065,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 105812, Location: .9 MI E JCT RTE 25 & NSP (Lat: 40.758981, Lng: -73.604867), Route carried "on" structure: Other road , Year Built: 1998, Status: Open, Structure Length: 4.48m (14.70ft), Average Daily Traffic: 3,493 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 4,321 (year 2040), Design Load: HS 25 or greater, Features Intersected: 908G908G03011077 E/B, RT, Facility Carried by Structure: CARLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 2, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.8m (74.8ft), Curb or Sidewalk Widths: Left: 3.1m (10.2ft), Right: 3.1m (10.2ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 17.8m (58.4ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: 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: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.48m (14.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $3,194,000, Roadway Improvement Cost: $1,871,000, Total Project Cost: $5,065,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 105813, Location: 1.1 MI E JCT RTE 25 & NSP (Lat: 40.759875, Lng: -73.601061), Route carried "on" structure: Other road , Year Built: 1998, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 4,721 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 5,841 (year 2040), Design Load: HS 25 or greater, Features Intersected: 908G908G03011079 E/B, RT, Facility Carried by Structure: ELLISON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.545, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 19.5m (64.0ft), Curb or Sidewalk Widths: Left: 2.5m (8.2ft), Right: 2.5m (8.2ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 16.6m (54.5ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 82.6 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.11m (13.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $2,867,000, Roadway Improvement Cost: $1,679,000, Total Project Cost: $4,547,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 105813, Location: 1.1 MI E JCT RTE 25 & NSP (Lat: 40.759875, Lng: -73.601061), Route carried "on" structure: Other road , Year Built: 1998, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 4,721 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 5,841 (year 2040), Design Load: HS 25 or greater, Features Intersected: 908G908G03011079 E/B, RT, Facility Carried by Structure: ELLISON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.545, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 19.5m (64.0ft), Curb or Sidewalk Widths: Left: 2.5m (8.2ft), Right: 2.5m (8.2ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 16.6m (54.5ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 82.6 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.11m (13.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $2,867,000, Roadway Improvement Cost: $1,679,000, Total Project Cost: $4,547,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 105814, Location: 1.4 MI E JCT RTE 25 & NSP (Lat: 40.761458, Lng: -73.596083), Route carried "on" structure: Other road , Year Built: 1998, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 244 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 342 (year 2037), Design Load: HS 25 or greater, Features Intersected: 908G908G03011081 E/B, RT, Facility Carried by Structure: HICKS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 19.5m (64.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 75.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.11m (13.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $1,741,000, Roadway Improvement Cost: $1,020,000, Total Project Cost: $2,761,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 105814, Location: 1.4 MI E JCT RTE 25 & NSP (Lat: 40.761458, Lng: -73.596083), Route carried "on" structure: Other road , Year Built: 1998, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 244 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 342 (year 2037), Design Load: HS 25 or greater, Features Intersected: 908G908G03011081 E/B, RT, Facility Carried by Structure: HICKS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 19.5m (64.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 75.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.11m (13.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $1,741,000, Roadway Improvement Cost: $1,020,000, Total Project Cost: $2,761,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 105815, Location: 1.6 MI E JCT RTE 25 & NSP (Lat: 40.762731, Lng: -73.590308), Route carried "on" structure: Other road , Year Built: 1998, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 1,420 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 1,988 (year 2037), Design Load: HS 25 or greater, Features Intersected: 908G908G03011084, E/B, R, Facility Carried by Structure: FULTON STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.772, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 21.9m (71.9ft), Curb or Sidewalk Widths: Left: 3.1m (10.2ft), Right: 3.1m (10.2ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 16.6m (54.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 77.1 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.63m (15.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $3,033,000, Roadway Improvement Cost: $1,776,000, Total Project Cost: $4,810,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 105815, Location: 1.6 MI E JCT RTE 25 & NSP (Lat: 40.762731, Lng: -73.590308), Route carried "on" structure: Other road , Year Built: 1998, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 1,420 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 1,988 (year 2037), Design Load: HS 25 or greater, Features Intersected: 908G908G03011084, E/B, R, Facility Carried by Structure: FULTON STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.772, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 21.9m (71.9ft), Curb or Sidewalk Widths: Left: 3.1m (10.2ft), Right: 3.1m (10.2ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 16.6m (54.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 77.1 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.63m (15.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $3,033,000, Roadway Improvement Cost: $1,776,000, Total Project Cost: $4,810,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 105816, Location: 1.9 MI E JCT RTE 25 & NSP (Lat: 40.763586, Lng: -73.586758), Route carried "on" structure: County highway , Year Built: 1998, Status: Open, Structure Length: 4.51m (14.80ft), Average Daily Traffic: 19,541 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 23,738 (year 2040), Design Load: HS 25 or greater, Features Intersected: 908G908G03011087 E/B, RT, Facility Carried by Structure: POST ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.373, Lanes on structure: 5, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 24.0m (78.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 76.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.51m (14.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $4,557,000, Roadway Improvement Cost: $2,668,000, Total Project Cost: $7,225,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 105816, Location: 1.9 MI E JCT RTE 25 & NSP (Lat: 40.763586, Lng: -73.586758), Route carried "on" structure: County highway , Year Built: 1998, Status: Open, Structure Length: 4.51m (14.80ft), Average Daily Traffic: 19,541 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 23,738 (year 2040), Design Load: HS 25 or greater, Features Intersected: 908G908G03011087 E/B, RT, Facility Carried by Structure: POST ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.373, Lanes on structure: 5, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 24.0m (78.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 76.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.51m (14.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $4,557,000, Roadway Improvement Cost: $2,668,000, Total Project Cost: $7,225,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1058179, Location: 2.2 MI E JCT SH 25 & NSP (Lat: 40.765142, Lng: -73.581994), Route carried "on" structure: State highway 908G, Year Built: 1938, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 102,949 (year 2020), Average Future Daily Traffic: 122,457 (year 2040), Design Load: HS 20+Mod, Features Intersected: CAMBRIDGE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.304, Lanes on structure: 7, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 35.3m (115.8ft), Skew: 21 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 35.4m (116.1ft), Out-to-Out Width: 38.6m (126.6ft)
Condition: Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 89.8 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 minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.73m (5.68ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $3,818,000, Roadway Improvement Cost: $2,236,000, Total Project Cost: $6,054,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Other
Structure Number: 1058179, Location: 2.2 MI E JCT SH 25 & NSP (Lat: 40.765142, Lng: -73.581994), Route carried "on" structure: State highway 908G, Year Built: 1938, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 102,949 (year 2020), Average Future Daily Traffic: 122,457 (year 2040), Design Load: HS 20+Mod, Features Intersected: CAMBRIDGE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.304, Lanes on structure: 7, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 35.3m (115.8ft), Skew: 21 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 35.4m (116.1ft), Out-to-Out Width: 38.6m (126.6ft)
Condition: Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 89.8 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 minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.73m (5.68ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $3,818,000, Roadway Improvement Cost: $2,236,000, Total Project Cost: $6,054,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Other
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Structure Number: 105818, Location: 2.5 MI E JCT RTE 25 & NSP (Lat: 40.766681, Lng: -73.576894), Route carried "on" structure: Other road , Year Built: 1998, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 2,375 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 2,938 (year 2040), Design Load: HS 25 or greater, Features Intersected: 908G908G03011092 E/B, RT, Facility Carried by Structure: POWELLS LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.628, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 19.5m (64.0ft), Curb or Sidewalk Widths: Left: 2.5m (8.2ft), Right: 2.5m (8.2ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 16.6m (54.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 76.2 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.14m (13.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $2,890,000, Roadway Improvement Cost: $1,692,000, Total Project Cost: $4,582,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 105818, Location: 2.5 MI E JCT RTE 25 & NSP (Lat: 40.766681, Lng: -73.576894), Route carried "on" structure: Other road , Year Built: 1998, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 2,375 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 2,938 (year 2040), Design Load: HS 25 or greater, Features Intersected: 908G908G03011092 E/B, RT, Facility Carried by Structure: POWELLS LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.628, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 19.5m (64.0ft), Curb or Sidewalk Widths: Left: 2.5m (8.2ft), Right: 2.5m (8.2ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 16.6m (54.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 76.2 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.14m (13.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $2,890,000, Roadway Improvement Cost: $1,692,000, Total Project Cost: $4,582,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1058199, Location: JCT NSP + WSP (Lat: 40.771100, Lng: -73.566644), Route carried "on" structure: State highway 908T, Year Built: 1938, Status: Open, Structure Length: 3.13m (10.27ft), Average Daily Traffic: 63,133 (year 2019), Average Future Daily Traffic: 75,096 (year 2040), Design Load: H 20, Features Intersected: 908G908G03011098, RTE 90
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.496, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.4m (57.1ft), Skew: 24 degrees, Material/Design: Concrete continuous, Design/Construction: Frame, Number Of Spans In Main Unit: 2, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 21.3m (69.9ft)
Condition: Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 57.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.13m (10.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $3,805,000, Roadway Improvement Cost: $2,228,000, Total Project Cost: $6,033,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 1058199, Location: JCT NSP + WSP (Lat: 40.771100, Lng: -73.566644), Route carried "on" structure: State highway 908T, Year Built: 1938, Status: Open, Structure Length: 3.13m (10.27ft), Average Daily Traffic: 63,133 (year 2019), Average Future Daily Traffic: 75,096 (year 2040), Design Load: H 20, Features Intersected: 908G908G03011098, RTE 90
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.496, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.4m (57.1ft), Skew: 24 degrees, Material/Design: Concrete continuous, Design/Construction: Frame, Number Of Spans In Main Unit: 2, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 21.3m (69.9ft)
Condition: Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 57.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.13m (10.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $3,805,000, Roadway Improvement Cost: $2,228,000, Total Project Cost: $6,033,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 1058209, Location: .2 MILE EAST JCT NSP &WSP (Lat: 40.771383, Lng: -73.563750), Route carried "on" structure: State highway 908G, Year Built: 1940, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 66,940 (year 2020), Average Future Daily Traffic: 79,625 (year 2040), Design Load: H 20, Features Intersected: BRUSH HOLLOW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.026, Lanes on structure: 5, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.4m (66.9ft), Skew: 23 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.9m (58.7ft), Curb-To-Curb Width: 21.0m (68.9ft), Out-to-Out Width: 25.3m (83.0ft)
Condition: Superstructure: Satisfactory, Substructure: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.07m (6.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $3,529,000, Roadway Improvement Cost: $2,067,000, Total Project Cost: $5,595,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1058209, Location: .2 MILE EAST JCT NSP &WSP (Lat: 40.771383, Lng: -73.563750), Route carried "on" structure: State highway 908G, Year Built: 1940, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 66,940 (year 2020), Average Future Daily Traffic: 79,625 (year 2040), Design Load: H 20, Features Intersected: BRUSH HOLLOW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.026, Lanes on structure: 5, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.4m (66.9ft), Skew: 23 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.9m (58.7ft), Curb-To-Curb Width: 21.0m (68.9ft), Out-to-Out Width: 25.3m (83.0ft)
Condition: Superstructure: Satisfactory, Substructure: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.07m (6.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $3,529,000, Roadway Improvement Cost: $2,067,000, Total Project Cost: $5,595,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1058639, Location: .1 MI SE JCT NSP & WSP (Lat: 40.770344, Lng: -73.564689), Route carried "on" structure: State highway 908T, Year Built: 1938, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 63,133 (year 2019), Average Future Daily Traffic: 75,096 (year 2040), Design Load: H 20, Features Intersected: BRUSH HOLLOW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.319, Lanes on structure: 6, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.7m (81.0ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 26.2m (86.0ft), Out-to-Out Width: 28.0m (91.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 56.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 23.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.73m (5.68ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $2,962,000, Roadway Improvement Cost: $1,734,000, Total Project Cost: $4,696,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 1058639, Location: .1 MI SE JCT NSP & WSP (Lat: 40.770344, Lng: -73.564689), Route carried "on" structure: State highway 908T, Year Built: 1938, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 63,133 (year 2019), Average Future Daily Traffic: 75,096 (year 2040), Design Load: H 20, Features Intersected: BRUSH HOLLOW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.319, Lanes on structure: 6, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.7m (81.0ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 26.2m (86.0ft), Out-to-Out Width: 28.0m (91.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 56.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 23.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.73m (5.68ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $2,962,000, Roadway Improvement Cost: $1,734,000, Total Project Cost: $4,696,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 1059311, Location: 0.3M E. RTS 25 & NSP (Lat: 40.755664, Lng: -73.617497), Route carried "on" structure: State highway 908G, Year Built: 1989, Status: Open, Structure Length: 5.00m (16.40ft), Average Daily Traffic: 76,503 (year 2018), Average Future Daily Traffic: 91,000 (year 2040), Design Load: HS 20, Features Intersected: MSP N/B TO NSP W/B
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.118, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 47.2m (154.9ft), Curb-To-Curb Width: 15.1m (49.5ft), Out-to-Out Width: 16.1m (52.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 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: Equal to present desirable criteria, Length Of Structure Improvement: 4.99m (16.37ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $4,887,000, Roadway Improvement Cost: $2,862,000, Total Project Cost: $7,749,000 ( 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: 1059311, Location: 0.3M E. RTS 25 & NSP (Lat: 40.755664, Lng: -73.617497), Route carried "on" structure: State highway 908G, Year Built: 1989, Status: Open, Structure Length: 5.00m (16.40ft), Average Daily Traffic: 76,503 (year 2018), Average Future Daily Traffic: 91,000 (year 2040), Design Load: HS 20, Features Intersected: MSP N/B TO NSP W/B
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.118, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 47.2m (154.9ft), Curb-To-Curb Width: 15.1m (49.5ft), Out-to-Out Width: 16.1m (52.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 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: Equal to present desirable criteria, Length Of Structure Improvement: 4.99m (16.37ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $4,887,000, Roadway Improvement Cost: $2,862,000, Total Project Cost: $7,749,000 ( 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: 1059312, Location: .3MI E RTE 25 & NSP (Lat: 40.755464, Lng: -73.617167), Route carried "on" structure: State highway 908G, Year Built: 1990, Status: Open, Structure Length: 3.54m (11.61ft), Average Daily Traffic: 76,503 (year 2018), Average Future Daily Traffic: 91,000 (year 2040), Design Load: HS 20, Features Intersected: MSP N/B TO NSP W/B
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.118, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 15.1m (49.5ft), Out-to-Out Width: 16.1m (52.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 69.9 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: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.53m (11.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $4,831,000, Roadway Improvement Cost: $2,829,000, Total Project Cost: $7,660,000 ( 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: 1059312, Location: .3MI E RTE 25 & NSP (Lat: 40.755464, Lng: -73.617167), Route carried "on" structure: State highway 908G, Year Built: 1990, Status: Open, Structure Length: 3.54m (11.61ft), Average Daily Traffic: 76,503 (year 2018), Average Future Daily Traffic: 91,000 (year 2040), Design Load: HS 20, Features Intersected: MSP N/B TO NSP W/B
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.118, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 15.1m (49.5ft), Out-to-Out Width: 16.1m (52.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 69.9 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: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.53m (11.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $4,831,000, Roadway Improvement Cost: $2,829,000, Total Project Cost: $7,660,000 ( 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: 152369, Location: .2 MILE S JCT SH 25 & NSP (Lat: 40.754944, Lng: -73.618736), Route carried "on" structure: Ramp Other road , Year Built: 1989, Status: Open, Structure Length: 4.57m (14.99ft), Truck Traffic: 2%, Design Load: HS 20, Features Intersected: GLEN COVE ROAD, Facility Carried by Structure: 908G 908G03116A01
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.451, Lanes on structure: 2, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 44.1m (144.7ft), Curb-To-Curb Width: 14.4m (47.2ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.57m (14.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $4,666,000, Roadway Improvement Cost: $2,732,000, Total Project Cost: $7,398,000 ( 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: 152369, Location: .2 MILE S JCT SH 25 & NSP (Lat: 40.754944, Lng: -73.618736), Route carried "on" structure: Ramp Other road , Year Built: 1989, Status: Open, Structure Length: 4.57m (14.99ft), Truck Traffic: 2%, Design Load: HS 20, Features Intersected: GLEN COVE ROAD, Facility Carried by Structure: 908G 908G03116A01
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.451, Lanes on structure: 2, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 44.1m (144.7ft), Curb-To-Curb Width: 14.4m (47.2ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.57m (14.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $4,666,000, Roadway Improvement Cost: $2,732,000, Total Project Cost: $7,398,000 ( 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: 1523711, Location: 0.4MI E RTS 25 & NSP (Lat: 40.755828, Lng: -73.615533), Route carried "on" structure: State highway 908G, Year Built: 1989, Status: Open, Structure Length: 5.27m (17.29ft), Average Daily Traffic: 64,335 (year 2019), Average Future Daily Traffic: 76,526 (year 2040), Design Load: HS 20, Features Intersected: 908G 908G03011070
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.231, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 51.5m (169.0ft), Curb-To-Curb Width: 15.1m (49.5ft), Out-to-Out Width: 16.1m (52.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 73.5 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: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.27m (17.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $5,013,000, Roadway Improvement Cost: $2,936,000, Total Project Cost: $7,949,000 ( 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: 1523711, Location: 0.4MI E RTS 25 & NSP (Lat: 40.755828, Lng: -73.615533), Route carried "on" structure: State highway 908G, Year Built: 1989, Status: Open, Structure Length: 5.27m (17.29ft), Average Daily Traffic: 64,335 (year 2019), Average Future Daily Traffic: 76,526 (year 2040), Design Load: HS 20, Features Intersected: 908G 908G03011070
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.231, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 51.5m (169.0ft), Curb-To-Curb Width: 15.1m (49.5ft), Out-to-Out Width: 16.1m (52.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 73.5 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: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.27m (17.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $5,013,000, Roadway Improvement Cost: $2,936,000, Total Project Cost: $7,949,000 ( 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: 1523712, Location: 0.4MI E RTS 25 & NSP (Lat: 40.755569, Lng: -73.615803), Route carried "on" structure: State highway 908G, Year Built: 1990, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 64,335 (year 2019), Average Future Daily Traffic: 76,526 (year 2040), Design Load: HS 20, Features Intersected: 908G 908G03011070
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.231, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.9m (94.8ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 21.5m (70.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 65.3 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: Equal to present minimum criteria, 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: 3.04m (9.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $5,369,000, Roadway Improvement Cost: $3,144,000, Total Project Cost: $8,513,000 ( 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: 1523712, Location: 0.4MI E RTS 25 & NSP (Lat: 40.755569, Lng: -73.615803), Route carried "on" structure: State highway 908G, Year Built: 1990, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 64,335 (year 2019), Average Future Daily Traffic: 76,526 (year 2040), Design Load: HS 20, Features Intersected: 908G 908G03011070
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.231, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.9m (94.8ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 21.5m (70.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 65.3 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: Equal to present minimum criteria, 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: 3.04m (9.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $5,369,000, Roadway Improvement Cost: $3,144,000, Total Project Cost: $8,513,000 ( 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: 152372, Location: 0.3MI E RTE 25 & NSPWY (Lat: 40.755294, Lng: -73.616967), Route carried "on" structure: Ramp Other road , Year Built: 1990, Status: Open, Structure Length: 2.59m (8.50ft), Truck Traffic: 2%, Design Load: HS 20, Features Intersected: MSP N/B TO NSP W/B, Facility Carried by Structure: GL COVE RD-NSP E/B
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.145, Lanes on structure: 1, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.3m (79.7ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 73.5 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.59m (8.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $1,854,000, Roadway Improvement Cost: $1,086,000, Total Project Cost: $2,940,000 ( 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: 152372, Location: 0.3MI E RTE 25 & NSPWY (Lat: 40.755294, Lng: -73.616967), Route carried "on" structure: Ramp Other road , Year Built: 1990, Status: Open, Structure Length: 2.59m (8.50ft), Truck Traffic: 2%, Design Load: HS 20, Features Intersected: MSP N/B TO NSP W/B, Facility Carried by Structure: GL COVE RD-NSP E/B
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.145, Lanes on structure: 1, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.3m (79.7ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 73.5 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.59m (8.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $1,854,000, Roadway Improvement Cost: $1,086,000, Total Project Cost: $2,940,000 ( 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: 226104, Location: .4 MILE WEST OF WESTBURY (Lat: 40.751222, Lng: -73.595253), Route carried "on" structure: Other road , Year Built: 2016, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 8,779 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 10,862 (year 2040), Design Load: HL 93, Features Intersected: LONG ISLAND- M.L., Facility Carried by Structure: ELLISON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.467, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 55.7 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: 34.3 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: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.01m (6.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $1,856,000, Roadway Improvement Cost: $1,087,000, Total Project Cost: $2,942,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 226104, Location: .4 MILE WEST OF WESTBURY (Lat: 40.751222, Lng: -73.595253), Route carried "on" structure: Other road , Year Built: 2016, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 8,779 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 10,862 (year 2040), Design Load: HL 93, Features Intersected: LONG ISLAND- M.L., Facility Carried by Structure: ELLISON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.467, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 55.7 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: 34.3 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: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.01m (6.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $1,856,000, Roadway Improvement Cost: $1,087,000, Total Project Cost: $2,942,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 1058101, Location: .1 MI E JCT SH 25 & NSP (Lat: 40.755881, Lng: -73.618964), Route carried "under" structure: County highway , Year Built: 1989, Structure Length: 0. m, Average Daily Traffic: 43,795 (year 2005), Features Intersected: GLEN COVE ROAD, Facility Carried by Structure: RTE 908G
Minimum Vertical Clearance: 5.69m (18.67ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 5, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.2m (95.8ft)
Structure Number: 1058101, Location: .1 MI E JCT SH 25 & NSP (Lat: 40.755881, Lng: -73.618964), Route carried "under" structure: County highway , Year Built: 1989, Structure Length: 0. m, Average Daily Traffic: 43,795 (year 2005), Features Intersected: GLEN COVE ROAD, Facility Carried by Structure: RTE 908G
Minimum Vertical Clearance: 5.69m (18.67ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 5, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.2m (95.8ft)
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Structure Number: 1058102, Location: .1 MI E JCT SH 25 & NSP (Lat: 40.755656, Lng: -73.618889), Route carried "under" structure: County highway , Year Built: 1938, Structure Length: 0. m, Average Daily Traffic: 43,795 (year 2005), Features Intersected: GLEN COVE ROAD, Facility Carried by Structure: RTE 908G
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Steel, Design/Construction: Frame, Length of Maximum Span: 26.8m (87.9ft)
Structure Number: 1058102, Location: .1 MI E JCT SH 25 & NSP (Lat: 40.755656, Lng: -73.618889), Route carried "under" structure: County highway , Year Built: 1938, Structure Length: 0. m, Average Daily Traffic: 43,795 (year 2005), Features Intersected: GLEN COVE ROAD, Facility Carried by Structure: RTE 908G
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Steel, Design/Construction: Frame, Length of Maximum Span: 26.8m (87.9ft)
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Structure Number: 105812, Location: .9 MI E JCT RTE 25 & NSP (Lat: 40.758981, Lng: -73.604867), Route carried "under" structure: State highway 908G, Year Built: 1998, Structure Length: 0. m, Average Daily Traffic: 136,289 (year 2002), Features Intersected: 908G908G03011077 E/B, RT, Facility Carried by Structure: CARLE ROAD
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 12.309, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 22.8m (74.8ft)
Structure Number: 105812, Location: .9 MI E JCT RTE 25 & NSP (Lat: 40.758981, Lng: -73.604867), Route carried "under" structure: State highway 908G, Year Built: 1998, Structure Length: 0. m, Average Daily Traffic: 136,289 (year 2002), Features Intersected: 908G908G03011077 E/B, RT, Facility Carried by Structure: CARLE ROAD
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 12.309, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 22.8m (74.8ft)
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Structure Number: 105813, Location: 1.1 MI E JCT RTE 25 & NSP (Lat: 40.759875, Lng: -73.601061), Route carried "under" structure: State highway 908G, Year Built: 1998, Structure Length: 0. m, Average Daily Traffic: 136,289 (year 2002), Features Intersected: 908G908G03011079 E/B, RT, Facility Carried by Structure: ELLISON AVENUE
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 12.663, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 19.5m (64.0ft)
Structure Number: 105813, Location: 1.1 MI E JCT RTE 25 & NSP (Lat: 40.759875, Lng: -73.601061), Route carried "under" structure: State highway 908G, Year Built: 1998, Structure Length: 0. m, Average Daily Traffic: 136,289 (year 2002), Features Intersected: 908G908G03011079 E/B, RT, Facility Carried by Structure: ELLISON AVENUE
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 12.663, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 19.5m (64.0ft)
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Structure Number: 105814, Location: 1.4 MI E JCT RTE 25 & NSP (Lat: 40.761458, Lng: -73.596083), Route carried "under" structure: State highway 908G, Year Built: 1998, Structure Length: 0. m, Average Daily Traffic: 136,289 (year 2002), Features Intersected: 908G908G03011081 E/B, RT, Facility Carried by Structure: HICKS ROAD
Minimum Vertical Clearance: 4.83m (15.85ft), Kilometerpoint: 13.113, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 19.5m (64.0ft)
Structure Number: 105814, Location: 1.4 MI E JCT RTE 25 & NSP (Lat: 40.761458, Lng: -73.596083), Route carried "under" structure: State highway 908G, Year Built: 1998, Structure Length: 0. m, Average Daily Traffic: 136,289 (year 2002), Features Intersected: 908G908G03011081 E/B, RT, Facility Carried by Structure: HICKS ROAD
Minimum Vertical Clearance: 4.83m (15.85ft), Kilometerpoint: 13.113, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 19.5m (64.0ft)
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Structure Number: 105815, Location: 1.6 MI E JCT RTE 25 & NSP (Lat: 40.762731, Lng: -73.590308), Route carried "under" structure: State highway 908G, Year Built: 1998, Structure Length: 0. m, Average Daily Traffic: 136,289 (year 2002), Features Intersected: 908G908G03011084, E/B, R, Facility Carried by Structure: FULTON STREET
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 13.789, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 21.9m (71.9ft)
Structure Number: 105815, Location: 1.6 MI E JCT RTE 25 & NSP (Lat: 40.762731, Lng: -73.590308), Route carried "under" structure: State highway 908G, Year Built: 1998, Structure Length: 0. m, Average Daily Traffic: 136,289 (year 2002), Features Intersected: 908G908G03011084, E/B, R, Facility Carried by Structure: FULTON STREET
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 13.789, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 21.9m (71.9ft)
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Structure Number: 105816, Location: 1.9 MI E JCT RTE 25 & NSP (Lat: 40.763586, Lng: -73.586758), Route carried "under" structure: State highway 908G, Year Built: 1998, Structure Length: 0. m, Average Daily Traffic: 136,352 (year 2002), Features Intersected: 908G908G03011087 E/B, RT, Facility Carried by Structure: POST ROAD
Minimum Vertical Clearance: 4.78m (15.68ft), Kilometerpoint: 13.934, Lanes on structure: 5, Lanes under structure: 3, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 21.3m (69.9ft)
Structure Number: 105816, Location: 1.9 MI E JCT RTE 25 & NSP (Lat: 40.763586, Lng: -73.586758), Route carried "under" structure: State highway 908G, Year Built: 1998, Structure Length: 0. m, Average Daily Traffic: 136,352 (year 2002), Features Intersected: 908G908G03011087 E/B, RT, Facility Carried by Structure: POST ROAD
Minimum Vertical Clearance: 4.78m (15.68ft), Kilometerpoint: 13.934, Lanes on structure: 5, Lanes under structure: 3, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 21.3m (69.9ft)
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Structure Number: 1058179, Location: 2.2 MI E JCT SH 25 & NSP (Lat: 40.765142, Lng: -73.581994), Route carried "under" structure: Other road , Year Built: 1938, Structure Length: 0. m, Average Daily Traffic: 3,000 (year 2021), Features Intersected: CAMBRIDGE AVENUE, Facility Carried by Structure: RTE 908G
Minimum Vertical Clearance: 4.60m (15.09ft), Kilometerpoint: 0.000, Lanes on structure: 7, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Frame, Length of Maximum Span: 16.2m (53.1ft)
Structure Number: 1058179, Location: 2.2 MI E JCT SH 25 & NSP (Lat: 40.765142, Lng: -73.581994), Route carried "under" structure: Other road , Year Built: 1938, Structure Length: 0. m, Average Daily Traffic: 3,000 (year 2021), Features Intersected: CAMBRIDGE AVENUE, Facility Carried by Structure: RTE 908G
Minimum Vertical Clearance: 4.60m (15.09ft), Kilometerpoint: 0.000, Lanes on structure: 7, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Frame, Length of Maximum Span: 16.2m (53.1ft)
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Structure Number: 105818, Location: 2.5 MI E JCT RTE 25 & NSP (Lat: 40.766681, Lng: -73.576894), Route carried "under" structure: State highway 908G, Year Built: 1998, Structure Length: 0. m, Average Daily Traffic: 136,352 (year 2002), Features Intersected: 908G908G03011092 E/B, RT, Facility Carried by Structure: POWELLS LANE
Minimum Vertical Clearance: 4.90m (16.08ft), Kilometerpoint: 14.835, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 19.5m (64.0ft)
Structure Number: 105818, Location: 2.5 MI E JCT RTE 25 & NSP (Lat: 40.766681, Lng: -73.576894), Route carried "under" structure: State highway 908G, Year Built: 1998, Structure Length: 0. m, Average Daily Traffic: 136,352 (year 2002), Features Intersected: 908G908G03011092 E/B, RT, Facility Carried by Structure: POWELLS LANE
Minimum Vertical Clearance: 4.90m (16.08ft), Kilometerpoint: 14.835, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 19.5m (64.0ft)
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Structure Number: 1058199, Location: JCT NSP + WSP (Lat: 40.771100, Lng: -73.566644), Route carried "under" structure: State highway 908G, Year Built: 1938, Structure Length: 0. m, Average Daily Traffic: 112,527 (year 2002), Features Intersected: 908G908G03011098, RTE 90, Facility Carried by Structure: RTE 908T
Minimum Vertical Clearance: 4.32m (14.17ft), Kilometerpoint: 15.897, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Frame, Length of Maximum Span: 14.3m (46.9ft)
Structure Number: 1058199, Location: JCT NSP + WSP (Lat: 40.771100, Lng: -73.566644), Route carried "under" structure: State highway 908G, Year Built: 1938, Structure Length: 0. m, Average Daily Traffic: 112,527 (year 2002), Features Intersected: 908G908G03011098, RTE 90, Facility Carried by Structure: RTE 908T
Minimum Vertical Clearance: 4.32m (14.17ft), Kilometerpoint: 15.897, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Frame, Length of Maximum Span: 14.3m (46.9ft)
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Structure Number: 1058209, Location: .2 MILE EAST JCT NSP &WSP (Lat: 40.771383, Lng: -73.563750), Route carried "under" structure: County highway , Year Built: 1940, Structure Length: 0. m, Average Daily Traffic: 9,000 (year 1976), Features Intersected: BRUSH HOLLOW ROAD, Facility Carried by Structure: RTE 908G
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 4, Material/Design: Concrete, Design/Construction: Frame, Length of Maximum Span: 17.9m (58.7ft)
Structure Number: 1058209, Location: .2 MILE EAST JCT NSP &WSP (Lat: 40.771383, Lng: -73.563750), Route carried "under" structure: County highway , Year Built: 1940, Structure Length: 0. m, Average Daily Traffic: 9,000 (year 1976), Features Intersected: BRUSH HOLLOW ROAD, Facility Carried by Structure: RTE 908G
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 4, Material/Design: Concrete, Design/Construction: Frame, Length of Maximum Span: 17.9m (58.7ft)
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Structure Number: 1058639, Location: .1 MI SE JCT NSP & WSP (Lat: 40.770344, Lng: -73.564689), Route carried "under" structure: County highway , Year Built: 1938, Structure Length: 0. m, Average Daily Traffic: 9,000 (year 1976), Features Intersected: BRUSH HOLLOW ROAD, Facility Carried by Structure: RTE 908T
Minimum Vertical Clearance: 4.80m (15.75ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 4, Material/Design: Concrete, Design/Construction: Frame, Length of Maximum Span: 15.2m (49.9ft)
Structure Number: 1058639, Location: .1 MI SE JCT NSP & WSP (Lat: 40.770344, Lng: -73.564689), Route carried "under" structure: County highway , Year Built: 1938, Structure Length: 0. m, Average Daily Traffic: 9,000 (year 1976), Features Intersected: BRUSH HOLLOW ROAD, Facility Carried by Structure: RTE 908T
Minimum Vertical Clearance: 4.80m (15.75ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 4, Material/Design: Concrete, Design/Construction: Frame, Length of Maximum Span: 15.2m (49.9ft)
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Structure Number: 1059311, Location: 0.3M E. RTS 25 & NSP (Lat: 40.755664, Lng: -73.617497), Route carried "under" structure: Other road , Year Built: 1989, Structure Length: 0. m, Average Daily Traffic: 40,918 (year 2005), Features Intersected: MSP N/B TO NSP W/B, Facility Carried by Structure: RTE 908G
Minimum Vertical Clearance: 4.32m (14.17ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 47.2m (154.9ft)
Structure Number: 1059311, Location: 0.3M E. RTS 25 & NSP (Lat: 40.755664, Lng: -73.617497), Route carried "under" structure: Other road , Year Built: 1989, Structure Length: 0. m, Average Daily Traffic: 40,918 (year 2005), Features Intersected: MSP N/B TO NSP W/B, Facility Carried by Structure: RTE 908G
Minimum Vertical Clearance: 4.32m (14.17ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 47.2m (154.9ft)
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Structure Number: 1059312, Location: .3MI E RTE 25 & NSP (Lat: 40.755464, Lng: -73.617167), Route carried "under" structure: Other road , Year Built: 1990, Structure Length: 0. m, Average Daily Traffic: 40,918 (year 2005), Features Intersected: MSP N/B TO NSP W/B, Facility Carried by Structure: RTE 908G
Minimum Vertical Clearance: 5.87m (19.26ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.5m (109.9ft)
Structure Number: 1059312, Location: .3MI E RTE 25 & NSP (Lat: 40.755464, Lng: -73.617167), Route carried "under" structure: Other road , Year Built: 1990, Structure Length: 0. m, Average Daily Traffic: 40,918 (year 2005), Features Intersected: MSP N/B TO NSP W/B, Facility Carried by Structure: RTE 908G
Minimum Vertical Clearance: 5.87m (19.26ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.5m (109.9ft)
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Structure Number: 152369, Location: .2 MILE S JCT SH 25 & NSP (Lat: 40.754944, Lng: -73.618736), Route carried "under" structure: County highway , Year Built: 1989, Structure Length: 0. m, Average Daily Traffic: 43,795 (year 2005), Features Intersected: GLEN COVE ROAD, Facility Carried by Structure: 908G 908G03116A01
Minimum Vertical Clearance: 5.71m (18.73ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 44.1m (144.7ft)
Structure Number: 152369, Location: .2 MILE S JCT SH 25 & NSP (Lat: 40.754944, Lng: -73.618736), Route carried "under" structure: County highway , Year Built: 1989, Structure Length: 0. m, Average Daily Traffic: 43,795 (year 2005), Features Intersected: GLEN COVE ROAD, Facility Carried by Structure: 908G 908G03116A01
Minimum Vertical Clearance: 5.71m (18.73ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 44.1m (144.7ft)
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Structure Number: 1523712, Location: 0.4MI E RTS 25 & NSP (Lat: 40.755569, Lng: -73.615803), Route carried "under" structure: State highway , Year Built: 1990, Structure Length: 0. m, Average Daily Traffic: 75,700 (year 1980), Features Intersected: 908G 908G03011070, Facility Carried by Structure: RTE 908G
Minimum Vertical Clearance: 4.50m (14.76ft), Kilometerpoint: 11.263, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.9m (94.8ft)
Structure Number: 1523712, Location: 0.4MI E RTS 25 & NSP (Lat: 40.755569, Lng: -73.615803), Route carried "under" structure: State highway , Year Built: 1990, Structure Length: 0. m, Average Daily Traffic: 75,700 (year 1980), Features Intersected: 908G 908G03011070, Facility Carried by Structure: RTE 908G
Minimum Vertical Clearance: 4.50m (14.76ft), Kilometerpoint: 11.263, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.9m (94.8ft)
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Structure Number: 152372, Location: 0.3MI E RTE 25 & NSPWY (Lat: 40.755294, Lng: -73.616967), Route carried "under" structure: Other road , Year Built: 1990, Structure Length: 0. m, Average Daily Traffic: 14,450 (year 1997), Features Intersected: MSP N/B TO NSP W/B, Facility Carried by Structure: GL COVE RD-NSP E/B
Minimum Vertical Clearance: 7.47m (24.51ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.3m (79.7ft)
Structure Number: 152372, Location: 0.3MI E RTE 25 & NSPWY (Lat: 40.755294, Lng: -73.616967), Route carried "under" structure: Other road , Year Built: 1990, Structure Length: 0. m, Average Daily Traffic: 14,450 (year 1997), Features Intersected: MSP N/B TO NSP W/B, Facility Carried by Structure: GL COVE RD-NSP E/B
Minimum Vertical Clearance: 7.47m (24.51ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.3m (79.7ft)
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Structure Number: 7709181, Location: AT WESTBURY (Lat: 40.752994, Lng: -73.587831), Route carried "under" structure: County highway , Year Built: 1914, Structure Length: 0. m, Average Daily Traffic: 17,500 (year 1977), Features Intersected: POST AVE, Facility Carried by Structure: LIRR MAIN LINE
Minimum Vertical Clearance: 3.91m (12.83ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 18.8m (61.7ft)
Structure Number: 7709181, Location: AT WESTBURY (Lat: 40.752994, Lng: -73.587831), Route carried "under" structure: County highway , Year Built: 1914, Structure Length: 0. m, Average Daily Traffic: 17,500 (year 1977), Features Intersected: POST AVE, Facility Carried by Structure: LIRR MAIN LINE
Minimum Vertical Clearance: 3.91m (12.83ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 18.8m (61.7ft)
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Structure Number: 7709182, Location: AT WESTBURY (Lat: 40.752953, Lng: -73.587831), Route carried "under" structure: County highway , Year Built: 1914, Structure Length: 0. m, Average Daily Traffic: 17,500 (year 1977), Features Intersected: POST AVE, Facility Carried by Structure: LIRR MAIN LINE
Minimum Vertical Clearance: 3.91m (12.83ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 18.8m (61.7ft)
Structure Number: 7709182, Location: AT WESTBURY (Lat: 40.752953, Lng: -73.587831), Route carried "under" structure: County highway , Year Built: 1914, Structure Length: 0. m, Average Daily Traffic: 17,500 (year 1977), Features Intersected: POST AVE, Facility Carried by Structure: LIRR MAIN LINE
Minimum Vertical Clearance: 3.91m (12.83ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 18.8m (61.7ft)