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

Find on map >>   Show street view

Structure Number: 101654,  Location: JCT US 22 & I287 (Lat: 41.045867,  Lng: -73.769533),  Route carried "on" structure: US 22,  Year Built: 2009,  Status: Open,  Structure Length: 4.91m (16.11ft),  Average Daily Traffic: 22,984 (year 2010),  Truck Traffic: 6%,  Average Future Daily Traffic: 23,092 (year 2040),  Design Load: HL 93,  Features Intersected: 287I287I87011037 EB, RTE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.260,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.0m (82.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 4.7m (15.4ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 29.1m (95.5ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Good,  Inventory Rating: 68.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.90m (16.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $7,831,000,  Roadway Improvement Cost: $4,586,000,  Total Project Cost: $12,416,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 104456,  Location: .5 MI E JCT SH 22 & SH119 (Lat: 41.032578,  Lng: -73.754781),  Route carried "on" structure: Ramp Interstate ,  Year Built: 2009,  Status: Open,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 7,379 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 12,495 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: WESTCHSTR AV-CR62 SB, WE,  Facility Carried by Structure: RAMP TO 2871X
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.290,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 10.5m (34.4ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.7m (94.2ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Excellent,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 52.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 5.63m (18.47ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $3,311,000,  Roadway Improvement Cost: $1,939,000,  Total Project Cost: $5,250,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 104466,  Location: .6 MI E JCT I287 & BRP (Lat: 41.044550,  Lng: -73.764456),  Route carried "on" structure: City street ,  Year Built: 2009,  Status: Open,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 1,875 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,319 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: 287I287I87011040 WB, RTE,  Facility Carried by Structure: GRANT AVENUE
Minimum Vertical Clearance: 32.69m (107.25ft),  Kilometerpoint: 0.338,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.0m (88.6ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.54m (18.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $4,625,000,  Roadway Improvement Cost: $2,708,000,  Total Project Cost: $7,333,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 104467,  Location: 0.8 MI E JCT RTE I287+BRP (Lat: 41.042492,  Lng: -73.763169),  Route carried "on" structure: Ramp Other road ,  Year Built: 2008,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 5,981 (year 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 10,128 (year 2040),  Design Load: HL 93,  Features Intersected: 287I 287I WB, RTE I287,  Facility Carried by Structure: RAMP G
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.338,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.9m (117.8ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Good,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.31m (23.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $4,632,000,  Roadway Improvement Cost: $2,713,000,  Total Project Cost: $7,345,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 104469,  Location: 1.2 MI E JCT RTE I287+BRP (Lat: 41.038636,  Lng: -73.758439),  Route carried "on" structure: City street ,  Year Built: 2009,  Status: Open,  Structure Length: 6.74m (22.11ft),  Average Daily Traffic: 12,391 (year 2009),  Truck Traffic: 4%,  Average Future Daily Traffic: 15,052 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: 287I287I87011045 WB, RTE,  Facility Carried by Structure: LAKE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.547,  Lanes on structure: 2,  Lanes under structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 37.5m (123.0ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 20.8m (68.2ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: 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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.73m (22.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $7,343,000,  Roadway Improvement Cost: $4,300,000,  Total Project Cost: $11,643,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 10447,  Location: 1.6 MI E JCT RTE I287+BRP (Lat: 41.033567,  Lng: -73.753500),  Route carried "on" structure: Ramp State highway ,  Year Built: 2009,  Status: Open,  Structure Length: 5.12m (16.80ft),  Average Daily Traffic: 7,379 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 12,495 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: 287I 287I WB, RTE I287,  Facility Carried by Structure: RAMP U TO RAMP H
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.434,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.0m (88.6ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Good,  Inventory Rating: 77.1 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.12m (16.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $3,436,000,  Roadway Improvement Cost: $2,012,000,  Total Project Cost: $5,448,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 1044719,  Location: 1.5 MI E JCT RTE I287-BRP (Lat: 41.035297,  Lng: -73.754775),  Route carried "on" structure: Interstate 287,  Year Built: 2009,  Status: Open,  Structure Length: 2.23m (7.32ft),  Average Daily Traffic: 88,207 (year 2019),  Truck Traffic: 14%,  Average Future Daily Traffic: 149,369 (year 2040),  Features Intersected: BROCKWAY PLACE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.693,  Lanes on structure: 8,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 33.5m (109.9ft),  Skew: 22 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.8m (68.2ft),  Curb-To-Curb Width: 39.9m (130.9ft),  Out-to-Out Width: 41.5m (136.2ft)

Condition: Deck: Excellent,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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: 2.22m (7.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $7,412,000,  Roadway Improvement Cost: $4,340,000,  Total Project Cost: $11,752,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 104472,  Location: BLOOMINGTON RD EX OF CWE (Lat: 41.032783,  Lng: -73.754947),  Route carried "on" structure: Ramp Interstate ,  Year Built: 2009,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 7,297 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 12,356 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: WESTCHSTR AV-CR62 SB, WE,  Facility Carried by Structure: RAMP FROM I287
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.274,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.75m (15.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $3,010,000,  Roadway Improvement Cost: $1,763,000,  Total Project Cost: $4,773,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 104474,  Location: JCT I287 & RTE 119 (Lat: 41.032428,  Lng: -73.752708),  Route carried "on" structure: State highway 119,  Year Built: 2008,  Status: Open,  Structure Length: 9.57m (31.40ft),  Average Daily Traffic: 17,972 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 18,056 (year 2040),  Design Load: HL 93,  Features Intersected: 287I 287I, RTE I287
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.181,  Lanes on structure: 4,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 46.4m (152.2ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 14.4m (47.2ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Very good,  Inventory Rating: 61.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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: 9.57m (31.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $9,219,000,  Roadway Improvement Cost: $5,399,000,  Total Project Cost: $14,617,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 104475,  Location: JCT I287 & SH 119 (Lat: 41.030936,  Lng: -73.749828),  Route carried "on" structure: ServiceCity street ,  Year Built: 2012,  Status: Open,  Structure Length: 8.44m (27.69ft),  Average Daily Traffic: 8,991 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 10,922 (year 2040),  Design Load: HL 93,  Features Intersected: Westchester Ave, Westche,  Facility Carried by Structure: WHITE PLAINS AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.733,  Lanes on structure: 4,  Lanes under structure: 17,  Owner: State Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 43.5m (142.7ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 17.4m (57.1ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 45.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 34.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable 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: 8.44m (27.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $6,156,000,  Roadway Improvement Cost: $3,605,000,  Total Project Cost: $9,761,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Other

Find on map >>   Show street view

Structure Number: 104476,  Location: .8 MI E JCT I287 & I684 (Lat: 41.030672,  Lng: -73.746400),  Route carried "on" structure: County highway ,  Year Built: 2012,  Status: Open,  Structure Length: 8.72m (28.61ft),  Average Daily Traffic: 4,378 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,318 (year 2040),  Design Load: HL 93,  Features Intersected: 287IX, 287IX Ramp, RTE I,  Facility Carried by Structure: ANDERSON HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.080,  Lanes on structure: 2,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 11.4m (37.4ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 42.5m (139.4ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 47.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 36.3 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: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 8.71m (28.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $3,702,000,  Roadway Improvement Cost: $2,168,000,  Total Project Cost: $5,870,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Other

Find on map >>   Show street view

Structure Number: 1044779,  Location: 1.9 MI W JCT RTS I287+HRP (Lat: 41.030331,  Lng: -73.742189),  Route carried "on" structure: Interstate 287,  Year Built: 1961,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 100,623 (year 2019),  Truck Traffic: 13%,  Average Future Daily Traffic: 170,394 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: MAMARONECK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.044,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 41.8m (137.1ft),  Skew: 33 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.4m (17.7ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 19.8 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: 15.2 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: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.28m (4.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $1,506,000,  Roadway Improvement Cost: $882,000,  Total Project Cost: $2,388,000 ( Estimate for 2021)

Find on map >>   Show street view

Structure Number: 104478,  Location: 1.6MI W JCT RTS I287+HRP (Lat: 41.028075,  Lng: -73.735983),  Route carried "on" structure: Ramp City street ,  Year Built: 1961,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 7.86m (25.79ft),  Truck Traffic: 3%,  Design Load: HS 20+Mod,  Features Intersected: 287IX WB, RTE I287, MAMA,  Facility Carried by Structure: WM.L.BUTCHER BR.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 17.9m (58.7ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Channel: Very good,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.86m (25.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $5,851,000,  Roadway Improvement Cost: $3,426,000,  Total Project Cost: $9,277,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 104481,  Location: 1 MI W JCT I287 & HRP (Lat: 41.022653,  Lng: -73.729067),  Route carried "on" structure: City street ,  Year Built: 1961,  Status: Open,  Structure Length: 9.97m (32.71ft),  Truck Traffic: 4%,  Design Load: HS 20,  Features Intersected: 287IX, RTE I287, RMP FRO,  Facility Carried by Structure: BRYANT AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: 9.96m (32.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $7,303,000,  Roadway Improvement Cost: $4,277,000,  Total Project Cost: $11,580,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 104482,  Location: .5 MI W JCT I287 & HRP (Lat: 41.017872,  Lng: -73.725561),  Route carried "on" structure: Other road ,  Year Built: 1961,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 8.05m (26.41ft),  Truck Traffic: 3%,  Design Load: HS 20+Mod,  Features Intersected: 287IX WB, RTE I287, MAMA,  Facility Carried by Structure: CORP - PARK DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 16.4m (53.8ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.04m (26.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $5,977,000,  Roadway Improvement Cost: $3,500,000,  Total Project Cost: $9,477,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 105286,  Location: 0.6 MI W JCT I287+HRP (Lat: 41.022525,  Lng: -73.728931),  Route carried "on" structure: Ramp Interstate 684,  Year Built: 1969,  Status: Open,  Structure Length: 3.54m (11.61ft),  Average Daily Traffic: 5,804 (year 1997),  Truck Traffic: 13%,  Average Future Daily Traffic: 8,126 (year 2017),  Design Load: HS 20,  Features Intersected: BRYANT AVE, MAMARONECK R
Minimum Vertical Clearance: 5.07m (16.63ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 7 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 16.5m (54.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 98.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: 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: September 2020,  Bridge Improvement Cost: $1,184,000,  Roadway Improvement Cost: $693,000,  Total Project Cost: $1,877,000 ( Estimate for 2021)

Find on map >>   Show street view

Structure Number: 105287,  Location: 0.6 MI S JCT RTS I684+120 (Lat: 41.025403,  Lng: -73.729522),  Route carried "on" structure: Ramp Interstate 684,  Year Built: 1969,  Status: Open,  Structure Length: 5.73m (18.80ft),  Truck Traffic: 15%,  Design Load: HS 20+Mod,  Features Intersected: WCHESTER AVE-CR62
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.338,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.73m (18.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $3,292,000,  Roadway Improvement Cost: $1,928,000,  Total Project Cost: $5,219,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 10529,  Location: 0.6 MI S JCT RTS I684+120 (Lat: 41.025067,  Lng: -73.730642),  Route carried "on" structure: Ramp Interstate 684,  Year Built: 1969,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 23.96m (78.61ft),  Truck Traffic: 9%,  Design Load: HS 20+Mod,  Features Intersected: 287IX, WESTCHESTR AVE, N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.531,  Lanes on structure: 1,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 35.7m (117.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 49.6 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: 38.2 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 minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 23.95m (78.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $8,957,000,  Roadway Improvement Cost: $5,245,000,  Total Project Cost: $14,202,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 105291,  Location: 1.3 MI W JCT RTE I287+HRP (Lat: 41.026244,  Lng: -73.733708),  Route carried "on" structure: Ramp Interstate 684,  Year Built: 1969,  Status: Open,  Structure Length: 1.16m (3.81ft),  Truck Traffic: 15%,  Design Load: HS 20+Mod,  Features Intersected: MAMARONECK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.193,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.1m (16.7ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 56.4 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: 43.4 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 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: 1.15m (3.77ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $448,000,  Roadway Improvement Cost: $262,000,  Total Project Cost: $710,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 10732,  Location: MAMARONECKAVE RAMPS TOHRP (Lat: 40.983981,  Lng: -73.744675),  Route carried "on" structure: Ramp Other road ,  Year Built: 1987,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 2,590 (year 2020),  Average Future Daily Traffic: 3,653 (year 2040),  Design Load: HS 20,  Features Intersected: W.MAMARONECK RIVR,  Facility Carried by Structure: HRP SB RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 32 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Very good,  Channel: Fair,  Operating Rating: 66.4 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: 48.3 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: 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: 1.46m (4.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $767,000,  Roadway Improvement Cost: $449,000,  Total Project Cost: $1,217,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 1074421,  Location: 0.1MI S JCT RT 127 & HRP (Lat: 40.989539,  Lng: -73.735614),  Route carried "on" structure: Other road 907W,  Year Built: 1991,  Status: Open,  Structure Length: 4.54m (14.90ft),  Truck Traffic: 4%,  Design Load: HS 20,  Features Intersected: MAMARONECK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.915,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 43.2m (141.7ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Inventory Rating: 73.5 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.54m (14.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $3,184,000,  Roadway Improvement Cost: $1,864,000,  Total Project Cost: $5,048,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 1074422,  Location: 0.1MI S JCT RT 127 & HRP (Lat: 40.989108,  Lng: -73.735572),  Route carried "on" structure: Other road 907W,  Year Built: 1991,  Status: Open,  Structure Length: 4.85m (15.91ft),  Truck Traffic: 2%,  Design Load: HS 20,  Features Intersected: MAMARONECK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.980,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 46.3m (151.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Inventory Rating: 60.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.84m (15.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $3,464,000,  Roadway Improvement Cost: $2,028,000,  Total Project Cost: $5,492,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 107444,  Location: RAMP NC JCT SB HRP & 127 (Lat: 41.001058,  Lng: -73.725067),  Route carried "on" structure: Ramp State highway ,  Year Built: 1991,  Status: Open,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 4,272 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,026 (year 2040),  Design Load: HS 20,  Features Intersected: MAMARONECK RIVER,  Facility Carried by Structure: RMP SB HRP TO 127
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.306,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.0m (101.7ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Inventory Rating: 63.5 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,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.29m (10.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $1,459,000,  Roadway Improvement Cost: $854,000,  Total Project Cost: $2,313,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 107445,  Location: SOUTHWEST JCT 127 & HRP (Lat: 40.998592,  Lng: -73.726750),  Route carried "on" structure: Ramp Other road ,  Year Built: 1991,  Status: Open,  Structure Length: 3.57m (11.71ft),  Average Daily Traffic: 2,524 (year 2016),  Truck Traffic: 15%,  Average Future Daily Traffic: 3,560 (year 2040),  Design Load: HS 20,  Features Intersected: MAMARONECK RIVER,  Facility Carried by Structure: FR NB HRP-907W
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.274,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.7m (25.3ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 34.1m (111.9ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Inventory Rating: 64.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.56m (11.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $1,345,000,  Roadway Improvement Cost: $787,000,  Total Project Cost: $2,132,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 107925,  Location: In White Plains (Lat: 41.031589,  Lng: -73.752139),  Route carried "on" structure: County highway ,  Year Built: 2012,  Status: Open,  Structure Length: 3.72m (12.20ft),  Truck Traffic: 6%,  Design Load: HL 93,  Features Intersected: RAMP M,  Facility Carried by Structure: WESTCHESTER AVE (
Minimum Vertical Clearance: 32.69m (107.25ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.8m (35.4ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 34.0m (111.5ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Good,  Operating Rating: 63.5 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: 49.2 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: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.71m (12.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $3,824,000,  Roadway Improvement Cost: $2,239,000,  Total Project Cost: $6,063,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Other

Find on map >>   Show street view

Structure Number: 226838,  Location: CITY OF WHITE PLAINS (Lat: 41.044903,  Lng: -73.763744),  Route carried "on" structure: City street ,  Year Built: 1960,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 1,875 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,319 (year 2040),  Design Load: H 20,  Features Intersected: CENT WES PKY C150 NB, CE,  Facility Carried by Structure: GRANT AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.451,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.2m (63.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 56.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 20.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  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: 1.98m (6.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $1,364,000,  Roadway Improvement Cost: $799,000,  Total Project Cost: $2,163,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 226864,  Location: 1/4 MI EAST OF SH 125 (Lat: 41.013742,  Lng: -73.757797),  Route carried "on" structure: City street ,  Year Built: 1930,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 5,462 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 6,758 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: EX-NYCRR PUTNAM B,  Facility Carried by Structure: GEDNEY WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.338,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.5m (37.7ft),  Curb or Sidewalk Widths: Left: 2.8m (9.2ft),  Right: 2.8m (9.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.31m (4.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $2,466,000,  Roadway Improvement Cost: $1,444,000,  Total Project Cost: $3,910,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 334805,  Location: JCT HAMILTON AVE & BRP (Lat: 41.032517,  Lng: -73.775725),  Route carried "on" structure: State highway 119,  Year Built: 1987,  Status: Open,  Structure Length: 4.15m (13.62ft),  Truck Traffic: 6%,  Design Load: HS 20,  Features Intersected: 907G BRP SB, 907G BRP, B
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.528,  Lanes on structure: 5,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.6m (61.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 22.2m (72.8ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 18.6m (61.0ft),  Out-to-Out Width: 25.6m (84.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 4.14m (13.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $5,465,000,  Roadway Improvement Cost: $3,200,000,  Total Project Cost: $8,665,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 334864,  Location: 0.1 MI S JCT RTS BRP+287 (Lat: 41.041917,  Lng: -73.776839),  Route carried "on" structure: City street 907G,  Year Built: 1923,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 12,015 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 16,949 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: BRONX RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.182,  Lanes on structure: 2,  Owner: County 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: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 6.6m (21.7ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 45.4 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: 35.0 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: High priority of replacement,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.85m (2.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $239,000,  Roadway Improvement Cost: $140,000,  Total Project Cost: $379,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

Find on map >>   Show street view

Structure Number: 334868,  Location: 2.3 MI SE OF ELMSFORD (Lat: 41.036644,  Lng: -73.777717),  Route carried "on" structure: Ramp Other road ,  Year Built: 1930,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 1,200 (year 2009),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,680 (year 2029),  Features Intersected: BRONX RIVER,  Facility Carried by Structure: PARKING LOT RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.7m (31.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 39.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.06m (3.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $700,000,  Roadway Improvement Cost: $410,000,  Total Project Cost: $1,110,000 ( Estimate for 2021)

Find on map >>   Show street view

Structure Number: 334869,  Location: JCT S.H.119 & BRP (Lat: 41.031681,  Lng: -73.775892),  Route carried "on" structure: State highway 119,  Year Built: 1922,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 3.75m (12.30ft),  Truck Traffic: 6%,  Design Load: HS 20,  Features Intersected: 907G BRP NB, Bronx River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.528,  Lanes on structure: 4,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Concrete continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 12.4m (40.7ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 22.9m (75.1ft)

Condition: Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 3.74m (12.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $3,516,000,  Roadway Improvement Cost: $2,059,000,  Total Project Cost: $5,575,000 ( Estimate for 2021)

Find on map >>   Show street view

Structure Number: 334902,  Location: 1.5 MI S JCT RTS BRP+287 (Lat: 41.024761,  Lng: -73.782581),  Route carried "on" structure: County highway 907G,  Year Built: 1922,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 8.26m (27.10ft),  Average Daily Traffic: 13,441 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 18,961 (year 2040),  Features Intersected: MNRR HA LINE, BRONX RIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.961,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 12,  Length of Maximum Span: 48.4m (158.8ft),  Curb-To-Curb Width: 17.4m (57.1ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 69.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 8.26m (27.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $15,239,000,  Roadway Improvement Cost: $8,924,000,  Total Project Cost: $24,163,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

Find on map >>   Show street view

Structure Number: 335853,  Location: In East White Plains (Lat: 41.037306,  Lng: -73.754939),  Route carried "on" structure: Ramp Interstate ,  Year Built: 1930,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 17,108 (year 2015),  Truck Traffic: 15%,  Average Future Daily Traffic: 28,970 (year 2040),  Features Intersected: Main Street,  Facility Carried by Structure: RAMP TO 287I
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.949,  Lanes on structure: 3,  Lanes under structure: 2,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 12.3m (40.4ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 20.3m (66.6ft)

Condition: Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 56.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 23.0 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: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 2.13m (6.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $2,856,000,  Roadway Improvement Cost: $1,672,000,  Total Project Cost: $4,528,000 ( Estimate for 2021)

Find on map >>   Show street view

Structure Number: 335854,  Location: 3.0 MI W OF PORT CHESTER (Lat: 41.015900,  Lng: -73.725114),  Route carried "on" structure: County highway ,  Year Built: 1962,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 8,309 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 10,093 (year 2040),  Design Load: HS 20,  Features Intersected: MAMARONECK RIVER,  Facility Carried by Structure: WESTCHESTER AVE E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.395,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.1m (20.0ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.37m (4.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $1,037,000,  Roadway Improvement Cost: $607,000,  Total Project Cost: $1,644,000 ( Estimate for 2021)

Find on map >>   Show street view

Structure Number: 3358659,  Location: 2.6 MI NW MAMARONECK RYE (Lat: 40.986522,  Lng: -73.745058),  Route carried "on" structure: Other road ,  Year Built: 1958,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 368 (year 1997),  Truck Traffic: 3%,  Average Future Daily Traffic: 515 (year 2017),  Features Intersected: WEST BRANCH MAMARONECK R,  Facility Carried by Structure: SAXON WOODS PARK E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.6m (11.8ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 0.0m,  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 22.9m (75.1ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 75.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.82m (2.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $530,000,  Roadway Improvement Cost: $310,000,  Total Project Cost: $840,000 ( Estimate for 2021)

Find on map >>   Show street view

Structure Number: 336505,  Location: 2.5 MI EAST OF ELMSFORD (Lat: 41.047342,  Lng: -73.764886),  Route carried "on" structure: County highway ,  Year Built: 1930,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 5,536 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 6,849 (year 2040),  Features Intersected: Central Westchester Park,  Facility Carried by Structure: ORCHARD STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.402,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 31 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.8m (61.7ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 20.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.01m (6.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $2,931,000,  Roadway Improvement Cost: $1,717,000,  Total Project Cost: $4,648,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 336688,  Location: CITY OF WHITE PLAINS (Lat: 41.030089,  Lng: -73.776289),  Route carried "on" structure: Ramp Other road ,  Year Built: 1981,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 4,120 (year 2016),  Average Future Daily Traffic: 5,812 (year 2040),  Design Load: HS 20,  Features Intersected: BRONX RIVER,  Facility Carried by Structure: RAMP 907G
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.097,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 4.6m (15.1ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.3m (24.0ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 69.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.28m (7.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $687,000,  Roadway Improvement Cost: $402,000,  Total Project Cost: $1,089,000 ( Estimate for 2021)

Find on map >>   Show street view

Structure Number: 337054,  Location: 0.1 MI E JCT Rt.119 & Und (Lat: 41.031644,  Lng: -73.750506),  Route carried "on" structure: City street ,  Year Built: 2012,  Status: Open,  Structure Length: 2.38m (7.81ft),  Average Daily Traffic: 17,972 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 18,056 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: MAMARONECK RIVER,  Facility Carried by Structure: WESTCHESTER AVE
Minimum Vertical Clearance: 32.69m (107.25ft),  Kilometerpoint: 5.004,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.8m (35.4ft),  Skew: 7 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.3m (73.2ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 78.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.37m (7.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $2,242,000,  Roadway Improvement Cost: $1,313,000,  Total Project Cost: $3,555,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous