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

Find on map >>   Show street view

Structure Number: 2066011,  Location: 1.3 MI SW JCT GCP & I495 (Lat: 40.732800,  Lng: -73.868039),  Route carried "on" structure: Interstate 495,  Year Built: 1955,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 14.63m (48.00ft),  Average Daily Traffic: 93,637 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 115,454 (year 2040),  Design Load: HS 20,  Features Intersected: QUEENS BLVD NB SR, RTE I
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.351,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 31.7m (104.0ft),  Skew: 23 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 58.7m (192.6ft),  Curb-To-Curb Width: 30.7m (100.7ft),  Out-to-Out Width: 32.7m (107.3ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: 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: 14.63m (48.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $23,682,000,  Roadway Improvement Cost: $13,868,000,  Total Project Cost: $37,550,000 ( 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: 2066012,  Location: 1.3 MI SW JCT GCP & I495 (Lat: 40.732539,  Lng: -73.868372),  Route carried "on" structure: ServiceInterstate 495,  Year Built: 1988,  Status: Open,  Structure Length: 20.85m (68.41ft),  Average Daily Traffic: 5,093 (year 2016),  Truck Traffic: 11%,  Average Future Daily Traffic: 6,279 (year 2040),  Design Load: HS 20,  Features Intersected: ELIOT AVE EB, QUEENS BLV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.402,  Lanes on structure: 2,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 103.6m (339.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 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: 20.84m (68.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $11,206,000,  Roadway Improvement Cost: $6,562,000,  Total Project Cost: $17,769,000 ( 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: 20661,  Location: .3 MI SE JCT I278+27 (Lat: 40.663975,  Lng: -73.990736),  Route carried "on" structure: City street ,  Year Built: 1955,  Status: Open,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 8,467 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 10,285 (year 2040),  Features Intersected: RTE 27, RTE 27,  Facility Carried by Structure: 5 TH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.420,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Steel,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.0m (91.9ft),  Curb or Sidewalk Widths: Left: 4.4m (14.4ft),  Right: 4.4m (14.4ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 25.0m (82.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 68.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 23.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 3.26m (10.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $6,590,000,  Roadway Improvement Cost: $3,859,000,  Total Project Cost: $10,449,000 ( 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: 2066671,  Location: .1MI E I278+I878 (Lat: 40.822825,  Lng: -73.884669),  Route carried "on" structure: Interstate 278,  Year Built: 1952,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 5.33m (17.49ft),  Average Daily Traffic: 55,675 (year 2010),  Truck Traffic: 11%,  Features Intersected: BRONX RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.023,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 20 degrees,  Navigation Control: Yes ( Vertical Clearance: 10.6m (34.8ft), Horizontal Clearance: 32.0m (105.0ft)),  Material/Design: Steel,  Design/Construction: Movable - Bascule,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 29.2m (95.8ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 15.3m (50.2ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 60.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 26.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.33m (17.49ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: December 2021,  Critical Feature Inspection Date: December 2021,  Underwater Inspection Date: May 2017,  Bridge Improvement Cost: $24,831,000,  Roadway Improvement Cost: $14,541,000,  Total Project Cost: $39,372,000 ( Estimate for 2021),  Deck Structure Type: Closed Grating,  Wearing Surface/Protective System: Wearing Surface: Other

Find on map >>   Show street view

Structure Number: 2066672,  Location: .1 MI E I278+I878 (Lat: 40.822678,  Lng: -73.884564),  Route carried "on" structure: Interstate 278,  Year Built: 1952,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 9.51m (31.20ft),  Average Daily Traffic: 66,722 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 85,257 (year 2040),  Features Intersected: BRONX RIVER
Minimum Vertical Clearance: 6.99m (22.93ft),  Kilometerpoint: 4.023,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 20 degrees,  Navigation Control: Yes ( Vertical Clearance: 10.6m (34.8ft), Horizontal Clearance: 32.0m (105.0ft)),  Material/Design: Steel,  Design/Construction: Movable - Bascule,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 7,  Length of Maximum Span: 32.6m (107.0ft),  Curb or Sidewalk Widths: Left: 1.0m (3.3ft),  Right: 2.2m (7.2ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 22.3m (73.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 63.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 27.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.50m (31.17ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: December 2021,  Critical Feature Inspection Date: December 2021,  Underwater Inspection Date: May 2017,  Bridge Improvement Cost: $26,968,000,  Roadway Improvement Cost: $15,793,000,  Total Project Cost: $42,761,000 ( Estimate for 2021),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 206672,  Location: JCT I95 & I278 (Lat: 40.835400,  Lng: -73.882086),  Route carried "on" structure: City street ,  Year Built: 1909,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 23.32m (76.51ft),  Average Daily Traffic: 9,927 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 12,059 (year 2040),  Features Intersected: RTE I895, BRONX RIVER, A,  Facility Carried by Structure: 174TH STREET
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 0.531,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 12,  Length of Maximum Span: 57.9m (190.0ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 51.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 23.31m (76.48ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: April 2021,  Critical Feature Inspection Date: April 2021,  Bridge Improvement Cost: $34,688,000,  Roadway Improvement Cost: $20,313,000,  Total Project Cost: $55,002,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 2066919,  Location: HRD,HARLEM R,87I &METRO N (Lat: 40.846528,  Lng: -73.927250),  Route carried "on" structure: City street ,  Year Built: 1888,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 51.36m (168.50ft),  Average Daily Traffic: 38,980 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 47,352 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RTE I87, HARLEM RIVER, M,  Facility Carried by Structure: 181ST STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.080,  Lanes on structure: 6,  Lanes under structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 20 degrees,  Navigation Control: Yes ( Vertical Clearance: 29.5m (96.8ft), Horizontal Clearance: 86.5m (283.8ft)),  Material/Design: Steel,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 7,  Length of Maximum Span: 167.6m (549.9ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 24.6m (80.7ft)

Condition: Deck: Fair,  Superstructure: Serious,  Substructure: Good,  Channel: Good,  Operating Rating: 51.7 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: High priority of corrective action,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 51.35m (168.47ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: January 2020,  Bridge Improvement Cost: $129,988,000,  Roadway Improvement Cost: $76,121,000,  Total Project Cost: $206,108,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 2067889,  Location: .1 MI SE JCT I278+27 (Lat: 40.665439,  Lng: -73.992992),  Route carried "on" structure: City street 27,  Year Built: 1955,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 64,004 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 78,916 (year 2040),  Features Intersected: 4TH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.225,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.0m (128.0ft),  Curb-To-Curb Width: 23.5m (77.1ft),  Out-to-Out Width: 25.0m (82.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 82.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.96m (12.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $5,476,000,  Roadway Improvement Cost: $3,207,000,  Total Project Cost: $8,682,000 ( 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: 2075351,  Location: JCT I95 & I278 (Lat: 40.822572,  Lng: -73.886547),  Route carried "on" structure: Interstate 278,  Year Built: 1960,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 55,675 (year 2010),  Truck Traffic: 11%,  Features Intersected: AMTRAK/CSXT/P&W
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 3.813,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.6m (61.0ft),  Skew: 24 degrees,  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.8m (120.7ft),  Curb or Sidewalk Widths: Left: 5.7m (18.7ft),  Right: 3.8m (12.5ft),  Curb-To-Curb Width: 17.4m (57.1ft),  Out-to-Out Width: 28.8m (94.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 98.9 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: Equal to 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: 3.74m (12.27ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Critical Feature Inspection Date: October 2020,  Bridge Improvement Cost: $15,435,000,  Roadway Improvement Cost: $9,039,000,  Total Project Cost: $24,473,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 2075352,  Location: JCT OF I95 & I278 (Lat: 40.822431,  Lng: -73.886767),  Route carried "on" structure: Interstate 278,  Year Built: 2013,  Status: Open,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 66,722 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 85,257 (year 2040),  Features Intersected: AMTRAK/CSXT/P&W
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 3.797,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 24 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.8m (120.7ft),  Curb or Sidewalk Widths: Left: 3.9m (12.8ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 18.6m (61.0ft),  Out-to-Out Width: 26.9m (88.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Inventory Rating: 70.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.74m (12.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $8,578,000,  Roadway Improvement Cost: $5,023,000,  Total Project Cost: $13,601,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 207582,  Location: 1.6 MI SW I95+HTCHSN R PY (Lat: 40.840697,  Lng: -73.838492),  Route carried "on" structure: City street ,  Year Built: 1940,  Status: Open,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 13,035 (year 2011),  Truck Traffic: 6%,  Average Future Daily Traffic: 15,834 (year 2040),  Features Intersected: RTE 908A, RTE 908A,  Facility Carried by Structure: EAST TREMONT AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.578,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 17.0m (55.8ft),  Curb or Sidewalk Widths: Left: 3.5m (11.5ft),  Right: 3.8m (12.5ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 28.7m (94.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.41m (11.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $5,637,000,  Roadway Improvement Cost: $3,301,000,  Total Project Cost: $8,938,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 2075837,  Location: 1.4 MI SW I95+HTCHSN R PY (Lat: 40.842836,  Lng: -73.837653),  Route carried "on" structure: City street ,  Year Built: 1940,  Status: Open,  Structure Length: 5.36m (17.59ft),  Average Daily Traffic: 11,231 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 11,283 (year 2040),  Features Intersected: RTE 908A, RTE 908A, NYC,  Facility Carried by Structure: WESTCHESTER AVE
Minimum Vertical Clearance: 4.31m (14.14ft),  Kilometerpoint: 2.285,  Lanes on structure: 6,  Lanes under structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  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: 4.5m (14.8ft),  Right: 4.5m (14.8ft),  Curb-To-Curb Width: 21.4m (70.2ft),  Out-to-Out Width: 27.5m (90.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 67.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 25.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.36m (17.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $10,441,000,  Roadway Improvement Cost: $6,115,000,  Total Project Cost: $16,556,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 2075849,  Location: .4 MI SW I95+HTCHSN R PKY (Lat: 40.855978,  Lng: -73.832786),  Route carried "on" structure: City street 907F,  Year Built: 1942,  Status: Open,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 36,158 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 36,327 (year 2040),  Design Load: HS 20,  Features Intersected: RTE 908A, RTE 908A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.057,  Lanes on structure: 8,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 30.5m (100.1ft),  Skew: 33 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 18.8m (61.7ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 30.5m (100.1ft),  Out-to-Out Width: 44.7m (146.7ft)

Condition: Superstructure: Poor,  Substructure: Fair,  Operating Rating: 83.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 29.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 3.74m (12.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $10,448,000,  Roadway Improvement Cost: $6,118,000,  Total Project Cost: $16,566,000 ( Estimate for 2021)

Find on map >>   Show street view

Structure Number: 2075859,  Location: .7 MI NE I95 &HTCHSN R PK (Lat: 40.868500,  Lng: -73.821539),  Route carried "on" structure: State highway 908A,  Year Built: 1935,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 20.67m (67.81ft),  Average Daily Traffic: 101,046 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 124,589 (year 2040),  Features Intersected: BARTOW AVENUE, HUTCHINSO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.586,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 22.9m (75.1ft),  Skew: 20 degrees,  Navigation Control: Yes ( Vertical Clearance: 999.9m (3,280.5ft), Horizontal Clearance: 36.5m (119.8ft)),  Material/Design: Steel,  Design/Construction: Movable - Bascule,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 6,  Length of Maximum Span: 48.1m (157.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 22.8m (74.8ft),  Out-to-Out Width: 27.1m (88.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 86.0 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 20.66m (67.78ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: November 2021,  Critical Feature Inspection Date: November 2021,  Underwater Inspection Date: July 2017,  Bridge Improvement Cost: $72,800,000,  Roadway Improvement Cost: $42,632,000,  Total Project Cost: $115,432,000 ( 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: 2076109,  Location: JCT.I95 + I678 + I278 (Lat: 40.828261,  Lng: -73.836794),  Route carried "on" structure: ServiceCity street ,  Year Built: 1930,  Status: Open,  Structure Length: 3.63m (11.91ft),  Truck Traffic: 11%,  Features Intersected: RTE 908A, RTE 908A,  Facility Carried by Structure: BE NB SERVICE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.064,  Lanes on structure: 3,  Lanes under structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 17.3m (56.8ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 19.3m (63.3ft)

Condition: Superstructure: Fair,  Substructure: Good,  Operating Rating: 55.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 22.3 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: Meets minimum limits,  Length Of Structure Improvement: 3.62m (11.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $11,577,000,  Roadway Improvement Cost: $6,779,000,  Total Project Cost: $18,356,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 2076129,  Location: JCT.I95 + I678 + I278 (Lat: 40.830103,  Lng: -73.837714),  Route carried "on" structure: ServiceCity street ,  Year Built: 1930,  Status: Open,  Structure Length: 3.53m (11.58ft),  Average Daily Traffic: 10,493 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 13,407 (year 2040),  Features Intersected: RTE 908A, RTE 908A,  Facility Carried by Structure: BE SB SERVICE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.628,  Lanes on structure: 3,  Lanes under structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 17.0m (55.8ft),  Curb or Sidewalk Widths: Left: 2.6m (8.5ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 19.4m (63.6ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 55.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 22.4 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: 3.53m (11.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $11,195,000,  Roadway Improvement Cost: $6,556,000,  Total Project Cost: $17,751,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 207664,  Location: .3 MILE S JCT I87 & I95 (Lat: 40.841806,  Lng: -73.929517),  Route carried "on" structure: City street ,  Year Built: 1983,  Status: Open,  Structure Length: 22.56m (74.02ft),  Truck Traffic: 4%,  Design Load: HS 20,  Features Intersected: EXTERIOR STREET, METRO N,  Facility Carried by Structure: DEPOT PLACE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.080,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Number Of Approach Spans: 4,  Length of Maximum Span: 28.3m (92.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 82.6 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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 22.55m (73.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $10,844,000,  Roadway Improvement Cost: $6,350,000,  Total Project Cost: $17,194,000 ( 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: 2076821,  Location: JCT RT 27 & I278 (Lat: 40.666625,  Lng: -73.994931),  Route carried "on" structure: City street 27,  Year Built: 1998,  Status: Open,  Structure Length: 4.82m (15.81ft),  Truck Traffic: 11%,  Features Intersected: 3RD AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.097,  Lanes on structure: 3,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 46.6m (152.9ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 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: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 4.81m (15.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $6,145,000,  Roadway Improvement Cost: $3,599,000,  Total Project Cost: $9,744,000 ( 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: 2076822,  Location: JCT I27 & I278 (Lat: 40.666483,  Lng: -73.994969),  Route carried "on" structure: City street 27,  Year Built: 1997,  Status: Open,  Structure Length: 4.51m (14.80ft),  Average Daily Traffic: 32,002 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 39,458 (year 2040),  Features Intersected: 3RD AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 44.5m (146.0ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 60.8 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: Equal to present minimum criteria,  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 2021,  Bridge Improvement Cost: $2,891,000,  Roadway Improvement Cost: $1,693,000,  Total Project Cost: $4,583,000 ( 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: 2076929,  Location: .1 MILE E JCT I278 & I895 (Lat: 40.822628,  Lng: -73.884992),  Route carried "on" structure: Interstate 278,  Year Built: 1950,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 133,444 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 170,514 (year 2040),  Features Intersected: CSX TRANS/HNTS PT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.942,  Lanes on structure: 10,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 44.5m (146.0ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.0m (19.7ft),  Curb or Sidewalk Widths: Left: 4.1m (13.5ft),  Right: 4.0m (13.1ft),  Curb-To-Curb Width: 44.7m (146.7ft),  Out-to-Out Width: 52.7m (172.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  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: 0.67m (2.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $5,701,000,  Roadway Improvement Cost: $3,339,000,  Total Project Cost: $9,040,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 2229289,  Location: JCT OF US 9A & 72ND STREE (Lat: 40.780917,  Lng: -73.987392),  Route carried "on" structure: State highway 907V,  Year Built: 1937,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 83.21m (273.00ft),  Average Daily Traffic: 107,850 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 132,979 (year 2040),  Design Load: H 20,  Features Intersected: PEDESTRIAN PATH, 79TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.624,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 22.9m (75.1ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 145,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 23.8m (78.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 20.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 83.21m (273.00ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: November 2020,  Critical Feature Inspection Date: November 2020,  Bridge Improvement Cost: $87,986,000,  Roadway Improvement Cost: $51,524,000,  Total Project Cost: $139,510,000 ( 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: 222928D,  Location: Jct US Rt 9A & 72nd St (Lat: 40.780919,  Lng: -73.987067),  Route carried "on" structure: Ramp State highway ,  Year Built: 2011,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 6,209 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 7,542 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: RELIEF,  Facility Carried by Structure: 72ND ST NB HHP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 5.7m (18.7ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 95.3 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: Superior to present desirable criteria,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 2.13m (6.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $2,914,000,  Roadway Improvement Cost: $1,707,000,  Total Project Cost: $4,621,000 ( 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: 222929,  Location: JCT OF RTE 9A + 79 ST (Lat: 40.785531,  Lng: -73.983994),  Route carried "on" structure: City street 9,  Year Built: 1937,  Year Reconstructed: 1975,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 107,232 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 132,217 (year 2040),  Design Load: H 20,  Features Intersected: RTE 907V, AMTRAK
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 9.252,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 13.5m (44.3ft),  Out-to-Out Width: 18.4m (60.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Inventory Rating: 62.6 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: 2.28m (7.48ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Critical Feature Inspection Date: April 2020,  Bridge Improvement Cost: $4,205,000,  Roadway Improvement Cost: $2,462,000,  Total Project Cost: $6,667,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

Find on map >>   Show street view

Structure Number: 2229309,  Location: .3 MI NE JCT SH9A&79TH ST (Lat: 40.788511,  Lng: -73.982536),  Route carried "on" structure: State highway 907V,  Year Built: 1938,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 107,232 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 132,217 (year 2040),  Features Intersected: RIVERSIDE PARK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.606,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 27.6m (90.6ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 74.8 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: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.76m (2.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Bridge Improvement Cost: $878,000,  Roadway Improvement Cost: $514,000,  Total Project Cost: $1,393,000 ( Estimate for 2021)

Find on map >>   Show street view

Structure Number: 2229311,  Location: .7 MI NE ROUTE 9A+79 ST (Lat: 40.794450,  Lng: -73.978481),  Route carried "on" structure: City street 907V,  Year Built: 1938,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 53,616 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 66,108 (year 2040),  Features Intersected: RTE 907V
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.362,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.3m (46.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Superstructure: Fair,  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: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.49m (4.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Bridge Improvement Cost: $876,000,  Roadway Improvement Cost: $513,000,  Total Project Cost: $1,389,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 2229312,  Location: .7 MI NE ROUTE 9A+79 ST (Lat: 40.794367,  Lng: -73.978339),  Route carried "on" structure: City street 907V,  Year Built: 1938,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 53,616 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 66,108 (year 2040),  Features Intersected: RTE 907V
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.362,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 54.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 14.1 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: 1.52m (4.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Bridge Improvement Cost: $903,000,  Roadway Improvement Cost: $529,000,  Total Project Cost: $1,431,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 2229321,  Location: 1 MI NE ROUTE 9A+79 ST (Lat: 40.799106,  Lng: -73.975142),  Route carried "on" structure: City street 907V,  Year Built: 1938,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 50,331 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 62,057 (year 2040),  Features Intersected: RAMP TO HHP SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.957,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.6m (34.8ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: 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: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.55m (5.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $2,254,000,  Roadway Improvement Cost: $1,320,000,  Total Project Cost: $3,573,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 2229322,  Location: 1 MI NE ROUTE 9A+79 ST (Lat: 40.799064,  Lng: -73.974969),  Route carried "on" structure: City street 907V,  Year Built: 1938,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 50,331 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 62,057 (year 2040),  Features Intersected: RAMP TO HHP SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.957,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.3m (46.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Superstructure: Good,  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: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.49m (4.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $876,000,  Roadway Improvement Cost: $513,000,  Total Project Cost: $1,388,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 2229339,  Location: 3 MI NE ROUTE 9A+79 ST (Lat: 40.823047,  Lng: -73.957175),  Route carried "on" structure: City street 907V,  Year Built: 1939,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 144.17m (473.00ft),  Average Daily Traffic: 106,135 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 130,864 (year 2040),  Features Intersected: ST CLAIR PLACE, 138THSTT
Minimum Vertical Clearance: 4.92m (16.14ft),  Kilometerpoint: 13.339,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 40,  Number Of Approach Spans: 24,  Length of Maximum Span: 27.7m (90.9ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 23.8m (78.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 64.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 25.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 144.17m (473.00ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Critical Feature Inspection Date: May 2020,  Bridge Improvement Cost: $145,980,000,  Roadway Improvement Cost: $85,486,000,  Total Project Cost: $231,467,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 222933A,  Location: 3 MI NE ROUTE 9A+79 ST (Lat: 40.821578,  Lng: -73.958636),  Route carried "on" structure: Ramp City street 907V,  Year Built: 1939,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 19.35m (63.48ft),  Average Daily Traffic: 6,835 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 8,427 (year 2040),  Features Intersected: W 135 ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.113,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 9,  Number Of Approach Spans: 3,  Length of Maximum Span: 23.7m (77.8ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 6.5m (21.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 21.7 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: 12.0 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: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 19.35m (63.48ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Critical Feature Inspection Date: Febuary 2020,  Bridge Improvement Cost: $5,425,000,  Roadway Improvement Cost: $3,177,000,  Total Project Cost: $8,601,000 ( 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: 222933B,  Location: 3 MI NE ROUTE 9A+79 ST (Lat: 40.821456,  Lng: -73.958297),  Route carried "on" structure: Ramp City street 907V,  Year Built: 1939,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 17.53m (57.51ft),  Average Daily Traffic: 8,719 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 10,750 (year 2040),  Features Intersected: W 135 ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.145,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 14,  Length of Maximum Span: 17.0m (55.8ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 6.5m (21.3ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 35.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.9 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: High priority of corrective action,  Length Of Structure Improvement: 17.52m (57.48ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Critical Feature Inspection Date: March 2020,  Bridge Improvement Cost: $4,881,000,  Roadway Improvement Cost: $2,858,000,  Total Project Cost: $7,739,000 ( 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: 2229349,  Location: 4 MI NE ROUTE 9A+79 ST (Lat: 40.836636,  Lng: -73.949039),  Route carried "on" structure: City street 9A,  Year Built: 1939,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 54.01m (177.20ft),  Average Daily Traffic: 92,622 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 114,202 (year 2040),  Design Load: HS 20,  Features Intersected: 158TH STREET, AMTRAK-W S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.350,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 44,  Length of Maximum Span: 18.5m (60.7ft),  Curb-To-Curb Width: 21.7m (71.2ft),  Out-to-Out Width: 24.0m (78.7ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 75.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 29.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 53.98m (177.10ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: November 2020,  Critical Feature Inspection Date: November 2020,  Bridge Improvement Cost: $57,865,000,  Roadway Improvement Cost: $33,886,000,  Total Project Cost: $91,751,000 ( 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: 222934A,  Location: 4 MI NE ROUTE 9A+79 ST (Lat: 40.837469,  Lng: -73.948508),  Route carried "on" structure: Ramp State highway 907V,  Year Built: 1939,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 13.72m (45.01ft),  Average Daily Traffic: 92,622 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 114,202 (year 2040),  Design Load: H 20,  Features Intersected: AMTRAK-W SIDE CON
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.752,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 26,  Length of Maximum Span: 5.7m (18.7ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 5.2m (17.1ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Satisfactory,  Operating Rating: 71.9 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: Meets minimum limits,  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: 13.71m (44.98ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: November 2021,  Critical Feature Inspection Date: November 2021,  Bridge Improvement Cost: $4,969,000,  Roadway Improvement Cost: $2,910,000,  Total Project Cost: $7,879,000 ( 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: 222935,  Location: 4.6 MI NE ROUTE 9A+79 ST (Lat: 40.844756,  Lng: -73.945058),  Route carried "on" structure: Ramp State highway 907V,  Year Built: 1958,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 33.35m (109.42ft),  Average Daily Traffic: 30,223 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 37,264 (year 2040),  Design Load: HS 20,  Features Intersected: RTE 907V, RTE 907V
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.756,  Lanes on structure: 2,  Lanes under structure: 5,  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: 19,  Number Of Approach Spans: 1,  Length of Maximum Span: 24.9m (81.7ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 33.34m (109.38ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: November 2020,  Critical Feature Inspection Date: November 2020,  Bridge Improvement Cost: $14,463,000,  Roadway Improvement Cost: $8,470,000,  Total Project Cost: $22,933,000 ( 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: 222936,  Location: .1 MI W OF EXIT 7 - HHP (Lat: 40.846386,  Lng: -73.945147),  Route carried "on" structure: City street 907V,  Year Built: 1938,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 67,091 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 82,723 (year 2040),  Features Intersected: PARK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.878,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 89.8 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: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.85m (2.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Bridge Improvement Cost: $446,000,  Roadway Improvement Cost: $261,000,  Total Project Cost: $707,000 ( Estimate for 2021)

Find on map >>   Show street view

Structure Number: 222937,  Location: 4.7 MI NE ROUTE 9A+79 ST (Lat: 40.846553,  Lng: -73.944628),  Route carried "on" structure: Ramp City street 907V,  Year Built: 1939,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 15,357 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 18,935 (year 2040),  Features Intersected: RTE 907V, RTE 907V
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 0.129,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 68.0 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: 2.43m (7.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $3,972,000,  Roadway Improvement Cost: $2,326,000,  Total Project Cost: $6,298,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous