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

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Structure Number: 336493,  Location: 1.2 MI SW OF TUCKAHOE (Lat: 40.941314,  Lng: -73.838594),  Route carried "on" structure: County highway ,  Year Built: 1914,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 8,798 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 10,687 (year 2040),  Features Intersected: BRONX RIVER,  Facility Carried by Structure: PALMER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.241,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.58m (5.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $2,219,000,  Roadway Improvement Cost: $1,299,000,  Total Project Cost: $3,518,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 336815,  Location: I-87 AT AUSTIN AVENUE (Lat: 40.971589,  Lng: -73.861289),  Route carried "on" structure: ServiceOther road ,  Year Built: 1992,  Status: Open,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 5,476 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 7,666 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: 87IX, RTE I87,  Facility Carried by Structure: STEW LEONARD DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.113,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: County Highway Agency,  Approaching Roadway Width: 16.6m (54.5ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 16.6m (54.5ft),  Out-to-Out Width: 17.6m (57.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 40.8 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 5.54m (18.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $5,405,000,  Roadway Improvement Cost: $3,165,000,  Total Project Cost: $8,571,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 503604,  Location: .2 MI N JCT I87 & CCP (Lat: 40.934761,  Lng: -73.856039),  Route carried "on" structure: City street ,  Year Built: 1954,  Status: Open,  Structure Length: 10.70m (35.10ft),  Average Daily Traffic: 6,809 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 8,271 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: 100X, 87IX, RTE I87, RTE,  Facility Carried by Structure: MIDLAND AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.400,  Lanes on structure: 4,  Lanes under structure: 12,  Owner: State Toll Authority,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.69m (35.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $8,549,000,  Roadway Improvement Cost: $5,007,000,  Total Project Cost: $13,556,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 534809,  Location: .5 MI N JCT SBSP & SH100 (Lat: 40.952350,  Lng: -73.853750),  Route carried "on" structure: County highway ,  Year Built: 1958,  Status: Open,  Structure Length: 5.21m (17.09ft),  Average Daily Traffic: 16,680 (year 2011),  Truck Traffic: 6%,  Average Future Daily Traffic: 16,758 (year 2040),  Design Load: HS 20,  Features Intersected: 987F987F87011013, RTE 98,  Facility Carried by Structure: TUCKAHOE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.933,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.5m (86.9ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 25.0m (82.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 82.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 5.21m (17.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $7,074,000,  Roadway Improvement Cost: $4,142,000,  Total Project Cost: $11,216,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 534817,  Location: YONKERS AVENUE (Lat: 40.921656,  Lng: -73.862858),  Route carried "on" structure: State highway 984,  Year Built: 1950,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 3.51m (11.52ft),  Average Daily Traffic: 12,679 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 12,738 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: 87IX, RTE I87
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.301,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 1 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 or Sidewalk Widths: Left: 2.5m (8.2ft),  Right: 2.5m (8.2ft),  Curb-To-Curb Width: 22.8m (74.8ft),  Out-to-Out Width: 29.8m (97.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 97.2 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,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.50m (11.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $6,500,000,  Roadway Improvement Cost: $3,806,000,  Total Project Cost: $10,306,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Galvanized Reinforcing

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Structure Number: 534901,  Location: 2.0 MI NW OF TUCKAHOE (Lat: 40.980156,  Lng: -73.840461),  Route carried "on" structure: City street ,  Year Built: 1961,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 553 (year 1997),  Truck Traffic: 3%,  Average Future Daily Traffic: 774 (year 2017),  Design Load: HS 20,  Features Intersected: RTE 987F,  Facility Carried by Structure: GOLF COURSE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.1m (52.8ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 64.8 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: 49.6 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: 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: April 2020,  Bridge Improvement Cost: $1,294,000,  Roadway Improvement Cost: $758,000,  Total Project Cost: $2,052,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 55005,  Location: 0.7 MI W HILLVIEW RES (Lat: 40.911058,  Lng: -73.884853),  Route carried "on" structure: City street ,  Year Built: 1931,  Status: Open,  Structure Length: 5.15m (16.90ft),  Average Daily Traffic: 11,083 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 11,135 (year 2040),  Features Intersected: 987DX SB, RTE 987D, NO N,  Facility Carried by Structure: MACLEAN AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.064,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Concrete continuous,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.1m (52.8ft),  Curb or Sidewalk Widths: Left: 3.3m (10.8ft),  Right: 3.3m (10.8ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 22.3m (73.2ft)

Condition: Superstructure: Fair,  Substructure: Good,  Operating Rating: 53.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 13.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 5.15m (16.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $13,303,000,  Roadway Improvement Cost: $7,790,000,  Total Project Cost: $21,093,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5500529,  Location: JCT OF RTS SMRP + CCP (Lat: 40.932600,  Lng: -73.879050),  Route carried "on" structure: State highway 987D,  Year Built: 1940,  Status: Posted for load-capacity,  Structure Length: 2.68m (8.79ft),  Average Daily Traffic: 63,713 (year 2011),  Truck Traffic: 2%,  Average Future Daily Traffic: 89,879 (year 2040),  Features Intersected: 907K CCP WB, Ramp to SMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.800,  Lanes on structure: 5,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.6m (61.0ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 18.4m (60.4ft),  Out-to-Out Width: 20.5m (67.3ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Operating Rating: 53.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 20.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.68m (8.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $3,391,000,  Roadway Improvement Cost: $1,986,000,  Total Project Cost: $5,377,000 ( Estimate for 2021)

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Structure Number: 550053,  Location: .2 MI N JCT SMRP & CCP (Lat: 40.934683,  Lng: -73.879111),  Route carried "on" structure: City street 984,  Year Built: 1933,  Status: Open,  Structure Length: 2.59m (8.50ft),  Average Daily Traffic: 12,679 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 12,738 (year 2040),  Features Intersected: 987D 987D87011019 NB, RT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.6m (80.7ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 24.0m (78.7ft)

Condition: Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 14.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.59m (8.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $4,545,000,  Roadway Improvement Cost: $2,662,000,  Total Project Cost: $7,207,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5500541,  Location: .8 MI N JCT SMRP & CCP (Lat: 40.944192,  Lng: -73.874639),  Route carried "on" structure: City street 987D,  Year Built: 1924,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 31,857 (year 2011),  Truck Traffic: 2%,  Average Future Daily Traffic: 44,940 (year 2040),  Features Intersected: PALMER RD - CR33
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.183,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 1 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: 0.0m,  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 41.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 15.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: High priority of corrective action,  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: 1.92m (6.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $1,732,000,  Roadway Improvement Cost: $1,014,000,  Total Project Cost: $2,746,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5500542,  Location: 0.8 MI N JCT RTS SMRP(Lat: 40.944069,  Lng: -73.874342),  Route carried "on" structure: City street 987D,  Year Built: 1953,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 31,857 (year 2011),  Truck Traffic: 2%,  Average Future Daily Traffic: 44,940 (year 2040),  Features Intersected: PALMER RD CR 33
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.183,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.8m (61.7ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 57.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 22.7 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: Equal to present desirable criteria,  Length Of Structure Improvement: 2.01m (6.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $2,057,000,  Roadway Improvement Cost: $1,205,000,  Total Project Cost: $3,262,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous