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

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Structure Number: 107255,  Location: 0.8 MI E INT & NYSTWAY87I (Lat: 40.927786,  Lng: -73.840117),  Route carried "on" structure: City street 907K,  Year Built: 1983,  Status: Open,  Structure Length: 31.39m (102.99ft),  Average Daily Traffic: 66,133 (year 2008),  Truck Traffic: 2%,  Average Future Daily Traffic: 93,293 (year 2040),  Design Load: HS 20,  Features Intersected: 907G X SB, MC QUESTEN A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.041,  Lanes on structure: 2,  Lanes under structure: 14,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 42.3m (138.8ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 49.9 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: 38.6 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: Meets minimum limits,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 31.39m (102.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $15,914,000,  Roadway Improvement Cost: $9,320,000,  Total Project Cost: $25,234,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 222522,  Location: 1.2 MI NW OF PELHAM MANOR (Lat: 40.904947,  Lng: -73.827369),  Route carried "on" structure: City street ,  Year Built: 1912,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 10,157 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 12,338 (year 2040),  Features Intersected: BUILDING,  Facility Carried by Structure: SOUTH FULTON AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.545,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 5.5m (18.0ft),  Right: 3.8m (12.5ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 26.7m (87.6ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Serious,  Operating Rating: 50.5 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: 38.9 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.74m (8.99ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: December 2021,  Critical Feature Inspection Date: December 2021,  Bridge Improvement Cost: $5,382,000,  Roadway Improvement Cost: $3,152,000,  Total Project Cost: $8,534,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 222523,  Location: 1.3 MI NW OF PELHAM MANOR (Lat: 40.908719,  Lng: -73.826761),  Route carried "on" structure: City street ,  Year Built: 1912,  Year Reconstructed: 2006,  Status: Posted for load,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 6,467 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 7,856 (year 2040),  Features Intersected: UNIVERSAL MTL BLG,  Facility Carried by Structure: EAST 3RD STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.756,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 10.9m (35.8ft),  Curb or Sidewalk Widths: Left: 3.5m (11.5ft),  Right: 3.3m (10.8ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 20.6m (67.6ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Serious,  Operating Rating: 9.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 5.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 4.57m (14.99ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: December 2021,  Critical Feature Inspection Date: December 2021,  Bridge Improvement Cost: $6,175,000,  Roadway Improvement Cost: $3,616,000,  Total Project Cost: $9,791,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 22625,  Location: 1.9 MI W OF PELHAM (Lat: 40.910192,  Lng: -73.843967),  Route carried "on" structure: City street ,  Year Built: 1900,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 3.17m (10.40ft),  Average Daily Traffic: 4,923 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 4,946 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: MNRR NH LINE,  Facility Carried by Structure: WEST LINCOLN AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 4,  Owner: Railroad,  Maintenance Responsibility: City or Municipal Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.4m (99.7ft),  Curb or Sidewalk Widths: Left: 2.8m (9.2ft),  Right: 2.8m (9.2ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Good,  Operating Rating: 95.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.16m (10.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $5,510,000,  Roadway Improvement Cost: $3,227,000,  Total Project Cost: $8,737,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 226512,  Location: 1.5 MILES WEST OF PELHAM (Lat: 40.911956,  Lng: -73.837175),  Route carried "on" structure: City street ,  Year Built: 1894,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 5,404 (year 2016),  Truck Traffic: 3%,  Average Future Daily Traffic: 6,564 (year 2040),  Design Load: H 20,  Features Intersected: MNRR NH LINE,  Facility Carried by Structure: GRAMATAN AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: Railroad,  Maintenance Responsibility: City or Municipal Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 3.8m (12.5ft),  Right: 3.8m (12.5ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 23.3m (76.4ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Poor,  Operating Rating: 36.0 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: 27.9 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: Meets minimum limits,  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: 2.43m (7.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $3,996,000,  Roadway Improvement Cost: $2,340,000,  Total Project Cost: $6,335,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 334811,  Location: 0.6 MI NW OF PELHAM MANOR (Lat: 40.902578,  Lng: -73.815183),  Route carried "on" structure: County highway ,  Year Built: 1928,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 9,383 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 11,398 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: HUTCHINSON RIVER,  Facility Carried by Structure: SANFORD BOULEVARD
Minimum Vertical Clearance: 32.69m (107.25ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 22 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 3.4m (11.2ft),  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 15.3m (50.2ft),  Out-to-Out Width: 21.7m (71.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Fair,  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 desirable criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.00m (3.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $776,000,  Roadway Improvement Cost: $454,000,  Total Project Cost: $1,230,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 334816,  Location: 1.1 MI S JCT RTS BRP+CCP (Lat: 40.913869,  Lng: -73.850378),  Route carried "on" structure: County highway 984E,  Year Built: 1954,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 4.72m (15.49ft),  Average Daily Traffic: 12,965 (year 2011),  Truck Traffic: 11%,  Average Future Daily Traffic: 13,025 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: 907GX SB, RTE 907G, BRON
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 6,  Owner: County Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.2m (63.0ft),  Curb or Sidewalk Widths: Left: 2.8m (9.2ft),  Right: 2.8m (9.2ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 23.3m (76.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 48.0 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: 36.9 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: High priority of corrective action,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.72m (15.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $5,878,000,  Roadway Improvement Cost: $3,442,000,  Total Project Cost: $9,320,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 334837,  Location: 1.3 MI E DUNWOODIE (Lat: 40.927114,  Lng: -73.839833),  Route carried "on" structure: City street ,  Year Built: 1923,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 17.74m (58.20ft),  Average Daily Traffic: 8,979 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 10,907 (year 2040),  Features Intersected: 907G BRP SB, 907G BRP,  Facility Carried by Structure: BROAD STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 10,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 28.6m (93.8ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 47.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 11.7 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 corrective action,  Underclear: High priority of corrective action,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 17.73m (58.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $15,512,000,  Roadway Improvement Cost: $9,084,000,  Total Project Cost: $24,596,000 ( Estimate for 2021)

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Structure Number: 3348999,  Location: 0.2 MI N JCT RTS BRP+CCP (Lat: 40.929867,  Lng: -73.839283),  Route carried "on" structure: Ramp County highway 907G,  Year Built: 1941,  Status: Open,  Structure Length: 3.81m (12.50ft),  Truck Traffic: 2%,  Design Load: H 20,  Features Intersected: 907GX (NB), RTE 907G
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.193,  Lanes on structure: 1,  Lanes under structure: 9,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 3 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: 0.0m,  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 17.6m (57.7ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 31.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.81m (12.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $4,754,000,  Roadway Improvement Cost: $2,784,000,  Total Project Cost: $7,538,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3365069,  Location: 2.2 MI NW OF PELHAM (Lat: 40.923408,  Lng: -73.843203),  Route carried "on" structure: Ramp County highway ,  Year Built: 1970,  Status: Open,  Structure Length: 1.89m (6.20ft),  Truck Traffic: 2%,  Features Intersected: BRONX RIVER,  Facility Carried by Structure: 907G NB-907K RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.708,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.4m (37.4ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.5m (18.0ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 76.5 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,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.88m (6.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $731,000,  Roadway Improvement Cost: $428,000,  Total Project Cost: $1,160,000 ( Estimate for 2021)

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Structure Number: 5016531,  Location: 1.0 MI E JCT RTS CCP+BRP (Lat: 40.922925,  Lng: -73.822928),  Route carried "on" structure: Ramp State highway ,  Year Built: 1967,  Status: Open,  Structure Length: 3.08m (10.10ft),  Average Daily Traffic: 59,355 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 83,097 (year 2027),  Design Load: HS 20,  Features Intersected: N.COLUMBUS CR 22,  Facility Carried by Structure: RAMP X TO 907K E.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.811,  Lanes on structure: 1,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.5m (96.8ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 56.1 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.07m (10.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $1,984,000,  Roadway Improvement Cost: $1,162,000,  Total Project Cost: $3,145,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 5016532,  Location: 1.0 MI E JCT RTS CCP+BRP (Lat: 40.923064,  Lng: -73.822817),  Route carried "on" structure: State highway 907K,  Year Built: 1967,  Status: Open,  Structure Length: 3.08m (10.10ft),  Average Daily Traffic: 51,815 (year 2007),  Truck Traffic: 2%,  Average Future Daily Traffic: 73,094 (year 2040),  Design Load: HS 20,  Features Intersected: N.COLUMBUS CR 22
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.811,  Lanes on structure: 4,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.5m (96.8ft),  Curb-To-Curb Width: 20.5m (67.3ft),  Out-to-Out Width: 21.5m (70.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 52.5 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: 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 minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.07m (10.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $4,120,000,  Roadway Improvement Cost: $2,413,000,  Total Project Cost: $6,533,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 5016533,  Location: 1.0 MI E JCT RTS CCP+BRP (Lat: 40.923222,  Lng: -73.822644),  Route carried "on" structure: State highway 907K,  Year Built: 1967,  Status: Open,  Structure Length: 3.08m (10.10ft),  Average Daily Traffic: 103,629 (year 2007),  Truck Traffic: 2%,  Average Future Daily Traffic: 146,189 (year 2040),  Design Load: HS 20,  Features Intersected: N.COLUMBUS CR 22
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.811,  Lanes on structure: 5,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.5m (96.8ft),  Curb-To-Curb Width: 22.4m (73.5ft),  Out-to-Out Width: 23.3m (76.4ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 46.3 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: 35.6 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: 3.07m (10.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $4,609,000,  Roadway Improvement Cost: $2,699,000,  Total Project Cost: $7,309,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 506932,  Location: 0.1 MI N JCT RTS CCP+BRP (Lat: 40.928381,  Lng: -73.839694),  Route carried "on" structure: Ramp City street 907K,  Year Built: 1974,  Status: Open,  Structure Length: 19.14m (62.80ft),  Truck Traffic: 2%,  Features Intersected: 907 GX SB, MCQUESTEN PKW
Minimum Vertical Clearance: 6.53m (21.42ft),  Kilometerpoint: 0.161,  Lanes on structure: 1,  Lanes under structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 36.8m (120.7ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 5.8m (19.0ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 91.4 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: 19.14m (62.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $7,098,000,  Roadway Improvement Cost: $4,157,000,  Total Project Cost: $11,255,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 506932A,  Location: .1 MI N JCT CCP AND BRP (Lat: 40.928767,  Lng: -73.839222),  Route carried "on" structure: Ramp Other road ,  Year Built: 1983,  Status: Open,  Structure Length: 11.73m (38.48ft),  Average Daily Traffic: 24,243 (year 1997),  Truck Traffic: 4%,  Average Future Daily Traffic: 33,940 (year 2017),  Design Load: HS 20,  Features Intersected: BRONX RIVER,  Facility Carried by Structure: RAMP TO 907G
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 50.9m (167.0ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 83.5 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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.73m (38.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $3,615,000,  Roadway Improvement Cost: $2,117,000,  Total Project Cost: $5,731,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5500089,  Location: 1.3 MI N JCT RTS HRP<1 (Lat: 40.911569,  Lng: -73.813708),  Route carried "on" structure: City street 907W,  Year Built: 2018,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 93,396 (year 2005),  Truck Traffic: 2%,  Average Future Daily Traffic: 131,753 (year 2040),  Features Intersected: HUTCHINSON RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.558,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.6m (70.9ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 21.6m (70.9ft),  Out-to-Out Width: 24.1m (79.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 93.4 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 desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.03m (3.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $957,000,  Roadway Improvement Cost: $561,000,  Total Project Cost: $1,518,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 55001,  Location: 1.7 MI N JCT RTS HRP & 1 (Lat: 40.916297,  Lng: -73.811858),  Route carried "on" structure: County highway ,  Year Built: 1935,  Status: Closed,  Structure Length: 2.10m (6.89ft),  Average Daily Traffic: 9,408 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,452 (year 2040),  Design Load: HS 20,  Features Intersected: 907W 907W87011019 SB, RT,  Facility Carried by Structure: LINCOLN AVE CR 84
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.158,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  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: 3.2m (10.5ft),  Right: 3.2m (10.5ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Superstructure: Poor,  Substructure: Satisfactory,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 2.10m (6.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $2,790,000,  Roadway Improvement Cost: $1,634,000,  Total Project Cost: $4,424,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5501209,  Location: JCT OF RTS CCP&BRP (Lat: 40.928000,  Lng: -73.840194),  Route carried "on" structure: City street 907K,  Year Built: 1939,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 21.03m (69.00ft),  Average Daily Traffic: 66,133 (year 2008),  Truck Traffic: 2%,  Average Future Daily Traffic: 93,293 (year 2040),  Features Intersected: 907GX SB, 907G ramp to 9
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.121,  Lanes on structure: 3,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Material/Design: Concrete continuous,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 6,  Length of Maximum Span: 42.3m (138.8ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 72.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 28.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 21.03m (69.00ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: September 2021,  Critical Feature Inspection Date: September 2021,  Bridge Improvement Cost: $29,491,000,  Roadway Improvement Cost: $17,270,000,  Total Project Cost: $46,760,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 550121,  Location: 0.3 MI E JCT RTS CCP+BRP (Lat: 40.926572,  Lng: -73.835442),  Route carried "on" structure: City street ,  Year Built: 1964,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 4,663 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,664 (year 2040),  Features Intersected: 907KX SB, RTE 907K,  Facility Carried by Structure: GRAMATAN AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.641,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.3m (79.7ft),  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: 21.5m (70.5ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 57.0 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: 43.7 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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.57m (14.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $5,231,000,  Roadway Improvement Cost: $3,063,000,  Total Project Cost: $8,294,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 550122,  Location: 0.4 MI E JCT RTS CCP&BRP (Lat: 40.926022,  Lng: -73.833119),  Route carried "on" structure: City street ,  Year Built: 1964,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 1,950 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,730 (year 2037),  Features Intersected: 907KX WB, RTE 907K,  Facility Carried by Structure: WESTCHESTER AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.933,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 78.4 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: 60.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.26m (13.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $3,727,000,  Roadway Improvement Cost: $2,182,000,  Total Project Cost: $5,909,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 550123,  Location: 0.6 MI E JCT RTS CCP+BRP (Lat: 40.925536,  Lng: -73.828389),  Route carried "on" structure: City street ,  Year Built: 1964,  Status: Open,  Structure Length: 4.24m (13.91ft),  Average Daily Traffic: 1,528 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,139 (year 2038),  Features Intersected: 907K 907K87012001 SB, RT,  Facility Carried by Structure: CENTRAL PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.193,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 20.4m (66.9ft),  Curb or Sidewalk Widths: Left: 4.3m (14.1ft),  Right: 4.3m (14.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 18.5m (60.7ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 74.5 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: 57.3 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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.23m (13.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $4,433,000,  Roadway Improvement Cost: $2,596,000,  Total Project Cost: $7,028,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5501251,  Location: 1.4 MI S JCT RTS CCP+HRP (Lat: 40.922431,  Lng: -73.817956),  Route carried "on" structure: Ramp State highway ,  Year Built: 1967,  Status: Open,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 28,339 (year 2008),  Truck Traffic: 4%,  Average Future Daily Traffic: 39,675 (year 2028),  Design Load: HS 20,  Features Intersected: SHERIDAN AVE,  Facility Carried by Structure: WARTBURG C0NN WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 64.2 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: 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.25m (7.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $2,277,000,  Roadway Improvement Cost: $1,333,000,  Total Project Cost: $3,610,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 5501252,  Location: 1.4 MI S JCT RTS CCP&HRP (Lat: 40.922292,  Lng: -73.817986),  Route carried "on" structure: State highway 907K,  Year Built: 1967,  Status: Open,  Structure Length: 2.23m (7.32ft),  Average Daily Traffic: 25,629 (year 2008),  Truck Traffic: 2%,  Average Future Daily Traffic: 36,155 (year 2040),  Design Load: HS 20,  Features Intersected: SHERIDAN AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.229,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.0m (68.9ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 80.7 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: 62.2 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: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.22m (7.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $3,249,000,  Roadway Improvement Cost: $1,902,000,  Total Project Cost: $5,151,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 5501253,  Location: 1.4 MI S JCT CCP&HRP (Lat: 40.922158,  Lng: -73.818019),  Route carried "on" structure: State highway 907K,  Year Built: 1967,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 51,258 (year 2008),  Truck Traffic: 2%,  Average Future Daily Traffic: 72,309 (year 2040),  Design Load: HS 20,  Features Intersected: SHERIDAN AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.229,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 22.4m (73.5ft),  Out-to-Out Width: 23.1m (75.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 82.9 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: 63.8 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.19m (7.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $3,802,000,  Roadway Improvement Cost: $2,227,000,  Total Project Cost: $6,029,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 5501261,  Location: 1.3 MI S JCT RTS CCP+HRP (Lat: 40.922756,  Lng: -73.816178),  Route carried "on" structure: City street 907K,  Year Built: 1967,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 2.99m (9.81ft),  Average Daily Traffic: 25,629 (year 2008),  Truck Traffic: 2%,  Average Future Daily Traffic: 36,155 (year 2040),  Design Load: HS 20,  Features Intersected: WARTBURG CONN WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.422,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.6m (93.8ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 49.9 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: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.98m (9.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $4,233,000,  Roadway Improvement Cost: $2,479,000,  Total Project Cost: $6,712,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 5501262,  Location: 1.3 MI S JCT RTS CCP&HRP (Lat: 40.922733,  Lng: -73.815883),  Route carried "on" structure: City street 907K,  Year Built: 1967,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 25,629 (year 2008),  Truck Traffic: 2%,  Average Future Daily Traffic: 36,155 (year 2040),  Design Load: HS 20,  Features Intersected: WARTBURG CONN WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.422,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.0m (68.9ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 18.4m (60.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 76.1 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: 58.6 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.19m (7.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $4,034,000,  Roadway Improvement Cost: $2,363,000,  Total Project Cost: $6,397,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 5521619,  Location: 1.0 MI NW OF PELHAM (Lat: 40.921558,  Lng: -73.810808),  Route carried "on" structure: Ramp Other road 907K,  Year Built: 1947,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 54,123 (year 1997),  Truck Traffic: 3%,  Average Future Daily Traffic: 75,772 (year 2017),  Design Load: H 20,  Features Intersected: HUTCHINSON BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.5m (50.9ft),  Curb or Sidewalk Widths: Left: 3.4m (11.2ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 27.6m (90.6ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 55.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 20.7 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.70m (5.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $2,223,000,  Roadway Improvement Cost: $1,302,000,  Total Project Cost: $3,525,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 552346,  Location: 0.6 MI NW OF PELHAM MANOR (Lat: 40.907178,  Lng: -73.813781),  Route carried "on" structure: Ramp Other road ,  Year Built: 1987,  Status: Open,  Structure Length: 1.13m (3.71ft),  Truck Traffic: 2%,  Design Load: HS 20,  Features Intersected: HUTCHINSON RIVER,  Facility Carried by Structure: RAMP TO THIRD ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.113,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.0m (32.8ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 87.2 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: 66.7 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: Better than 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: 1.12m (3.67ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $434,000,  Roadway Improvement Cost: $254,000,  Total Project Cost: $688,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 770047,  Location: 1.6 MI W OF PELHAM (Lat: 40.911683,  Lng: -73.838081),  Route carried "on" structure: City street ,  Year Built: 1984,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 6,317 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 8,844 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: MNRR NH LINE,  Facility Carried by Structure: SOUTH FIFTH AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: Railroad,  Maintenance Responsibility: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.2m (59.7ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 72.6 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: Meets minimum limits,  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: December 2020,  Bridge Improvement Cost: $1,504,000,  Roadway Improvement Cost: $881,000,  Total Project Cost: $2,385,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 77124,  Location: 2.3 MILES WEST OF PELHAM (Lat: 40.908269,  Lng: -73.850911),  Route carried "on" structure: City street ,  Year Built: 1893,  Year Reconstructed: 1996,  Status: Posted for load,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 2,980 (year 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 4,172 (year 2036),  Features Intersected: MNRR NH LINE,  Facility Carried by Structure: SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.225,  Lanes on structure: 2,  Owner: Railroad,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Satisfactory,  Operating Rating: 17.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 10.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 2.25m (7.38ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: December 2021,  Critical Feature Inspection Date: December 2021,  Bridge Improvement Cost: $2,481,000,  Roadway Improvement Cost: $1,453,000,  Total Project Cost: $3,934,000 ( Estimate for 2021),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 771241,  Location: 2 MILES WEST OF PELHAM (Lat: 40.909792,  Lng: -73.846547),  Route carried "on" structure: City street ,  Year Built: 1894,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 3.08m (10.10ft),  Average Daily Traffic: 3,180 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,452 (year 2036),  Design Load: HL 93,  Features Intersected: MNRR NH LINE,  Facility Carried by Structure: S FOURTEENTH AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.611,  Lanes on structure: 2,  Owner: Railroad,  Maintenance Responsibility: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.3m (92.8ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Satisfactory,  Operating Rating: 80.7 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 minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.07m (10.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $2,641,000,  Roadway Improvement Cost: $1,547,000,  Total Project Cost: $4,188,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 771244,  Location: 1.7 MILES WEST OF PELHAM (Lat: 40.911333,  Lng: -73.839011),  Route carried "on" structure: City street ,  Year Built: 2020,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 2,543 (year 2011),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,146 (year 2040),  Design Load: HL 93,  Features Intersected: MNRR NH LINE,  Facility Carried by Structure: WILSON PLACE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: Railroad,  Maintenance Responsibility: City or Municipal Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.9m (62.0ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Satisfactory,  Operating Rating: 90.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.95m (6.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $1,975,000,  Roadway Improvement Cost: $1,157,000,  Total Project Cost: $3,132,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Other

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Structure Number: 771247,  Location: 1.4 MILES WEST OF PELHAM (Lat: 40.912311,  Lng: -73.833986),  Route carried "on" structure: City street ,  Year Built: 2010,  Status: Open,  Structure Length: 7.50m (24.61ft),  Average Daily Traffic: 4,333 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,263 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: MNRR NH LINE, STATION PA,  Facility Carried by Structure: PARK AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Railroad,  Approaching Roadway Width: 18.6m (61.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 2.8m (9.2ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Excellent,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 88.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.6 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.49m (24.57ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $6,264,000,  Roadway Improvement Cost: $3,668,000,  Total Project Cost: $9,931,000 ( 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: 771248,  Location: 1.1 MILES WEST OF PELHAM (Lat: 40.911628,  Lng: -73.828714),  Route carried "on" structure: City street ,  Year Built: 1900,  Year Reconstructed: 1989,  Status: Closed,  Structure Length: 4.94m (16.21ft),  Average Daily Traffic: 5,970 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 8,358 (year 2036),  Features Intersected: MNRR NH LINE,  Facility Carried by Structure: N FULTON AVENUE
Minimum Vertical Clearance: 5.63m (18.47ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: Railroad,  Maintenance Responsibility: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 48.7m (159.8ft),  Curb or Sidewalk Widths: Left: 2.9m (9.5ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Satisfactory,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 4.93m (16.17ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: December 2021,  Critical Feature Inspection Date: December 2021,  Bridge Improvement Cost: $3,962,000,  Roadway Improvement Cost: $2,320,000,  Total Project Cost: $6,282,000 ( Estimate for 2021),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 107255,  Location: 0.8 MI E INT & NYSTWAY87I (Lat: 40.927786,  Lng: -73.840117),  Route carried "under" structure: City street 907G,  Year Built: 1983,  Structure Length: 0. m,  Average Daily Traffic: 30,000 (year 2021),  Features Intersected: 907G X SB, MC QUESTEN A,  Facility Carried by Structure: RTE 907K
Minimum Vertical Clearance: 10.80m (35.43ft),  Kilometerpoint: 10.619,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.3m (138.8ft)

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Structure Number: 334816,  Location: 1.1 MI S JCT RTS BRP+CCP (Lat: 40.913869,  Lng: -73.850378),  Route carried "under" structure: City street 907G,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 30,000 (year 2021),  Features Intersected: 907GX SB, RTE 907G, BRON,  Facility Carried by Structure: RTE 984E
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.2m (63.0ft)

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Structure Number: 334837,  Location: 1.3 MI E DUNWOODIE (Lat: 40.927114,  Lng: -73.839833),  Route carried "under" structure: County highway ,  Year Built: 1923,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2021),  Features Intersected: 907G BRP SB, 907G BRP,  Facility Carried by Structure: BROAD STREET
Minimum Vertical Clearance: 6.58m (21.59ft),  Kilometerpoint: 10.619,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Length of Maximum Span: 28.6m (93.8ft)

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Structure Number: 3348999,  Location: 0.2 MI N JCT RTS BRP+CCP (Lat: 40.929867,  Lng: -73.839283),  Route carried "under" structure: County highway 907G,  Year Built: 1941,  Structure Length: 0. m,  Average Daily Traffic: 30,000 (year 2021),  Features Intersected: 907GX (NB), RTE 907G
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 10.941,  Lanes on structure: 1,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.1m (111.9ft)

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Structure Number: 5016531,  Location: 1.0 MI E JCT RTS CCP+BRP (Lat: 40.922925,  Lng: -73.822928),  Route carried "under" structure: County highway ,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 2021),  Features Intersected: N.COLUMBUS CR 22,  Facility Carried by Structure: RAMP X TO 907K E.
Minimum Vertical Clearance: 4.74m (15.55ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.5m (96.8ft)