Bridge Statistics for Eastchester, New York (NY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 15Number of bridges
- 66ft / 20.3mTotal length
- $43,297,000Total costs
- 203,691Total average daily traffic
- 3,015Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Eastchester
- No street view available for this location
- New bridges - historical statistics
- 61920-1929
- 11950-1959
- 41960-1969
- 31990-1999
- 12010-2019
- Bridge Condition - Deck
- 12.5%Very good
- 37.5%Satisfactory
- 50.0%Fair
- Bridge Condition - Superstructure
- 11.1%Very good
- 66.7%Satisfactory
- 22.2%Fair
- Bridge Condition - Substructure
- 33.3%Good
- 22.2%Satisfactory
- 33.3%Fair
- 11.1%Poor
- Bridge Condition - Channel
- 50.0%Satisfactory
- 33.3%Fair
- 16.7%Poor
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Structure Number: 334788, Location: 1.8 MILES NE OF TUCKAHOE (Lat: 40.979653, Lng: -73.811822), Route carried "on" structure: County highway , Year Built: 1951, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 8,067 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 9,799 (year 2040), Design Load: HS 20, Features Intersected: METRO NO COMMUTER, Facility Carried by Structure: HARNEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.225, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 17.5m (57.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 42.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.34m (7.68ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $3,233,000, Roadway Improvement Cost: $1,893,000, Total Project Cost: $5,126,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 334788, Location: 1.8 MILES NE OF TUCKAHOE (Lat: 40.979653, Lng: -73.811822), Route carried "on" structure: County highway , Year Built: 1951, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 8,067 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 9,799 (year 2040), Design Load: HS 20, Features Intersected: METRO NO COMMUTER, Facility Carried by Structure: HARNEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.225, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 17.5m (57.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 42.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.34m (7.68ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $3,233,000, Roadway Improvement Cost: $1,893,000, Total Project Cost: $5,126,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 33488, Location: 3.5 MI N JCT RTS BRP(Lat: 40.984014, Lng: -73.813683), Route carried "on" structure: Other road , Year Built: 1923, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 13,441 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 18,961 (year 2040), Features Intersected: BRONX RIVER, Facility Carried by Structure: 907G NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.621, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 48.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 20.1 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, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.88m (6.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $509,000, Roadway Improvement Cost: $298,000, Total Project Cost: $807,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 33488, Location: 3.5 MI N JCT RTS BRP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.621, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 48.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 20.1 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, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.88m (6.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $509,000, Roadway Improvement Cost: $298,000, Total Project Cost: $807,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 334881, Location: 3.1 MI N JCT RTS BRP(Lat: 40.978856, Lng: -73.813511), Route carried "on" structure: City street 907G, Year Built: 1923, Status: Posted for load, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 23,973 (year 2020), Average Future Daily Traffic: 33,818 (year 2040), Features Intersected: BRONX RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.072, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.5m (37.7ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 18.1 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: 13.9 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: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.31m (4.30ft), Designated Inspection Frequency: Every 12 months, Inspection Date: April 2021, Bridge Improvement Cost: $360,000, Roadway Improvement Cost: $211,000, Total Project Cost: $571,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 334881, Location: 3.1 MI N JCT RTS BRP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.072, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.5m (37.7ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 18.1 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: 13.9 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: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.31m (4.30ft), Designated Inspection Frequency: Every 12 months, Inspection Date: April 2021, Bridge Improvement Cost: $360,000, Roadway Improvement Cost: $211,000, Total Project Cost: $571,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3348829, Location: 2.5 MI N JCT RTS BRP(Lat: 40.969617, Lng: -73.816869), Route carried "on" structure: Other road 907G, Year Built: 1921, Year Reconstructed: 2001, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 15,983 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 22,547 (year 2040), Design Load: HS 25 or greater, Features Intersected: BRONX RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.437, Lanes on structure: 5, Owner: County Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 23 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 22.5m (73.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: 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: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.31m (4.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $1,446,000, Roadway Improvement Cost: $847,000, Total Project Cost: $2,292,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 3348829, Location: 2.5 MI N JCT RTS BRP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.437, Lanes on structure: 5, Owner: County Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 23 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 22.5m (73.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: 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: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.31m (4.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $1,446,000, Roadway Improvement Cost: $847,000, Total Project Cost: $2,292,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 3348839, Location: 2.4 MI N JCT BRP < SMSP (Lat: 40.967967, Lng: -73.817708), Route carried "on" structure: Other road 907G, Year Built: 1925, Year Reconstructed: 2001, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 15,983 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 22,547 (year 2040), Design Load: HS 25 or greater, Features Intersected: BRONX RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.324, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), 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: 12.8m (42.0ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 17.2m (56.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 84.6 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: 65.1 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: High priority of replacement, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.31m (4.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $978,000, Roadway Improvement Cost: $573,000, Total Project Cost: $1,550,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 3348839, Location: 2.4 MI N JCT BRP < SMSP (Lat: 40.967967, Lng: -73.817708), Route carried "on" structure: Other road 907G, Year Built: 1925, Year Reconstructed: 2001, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 15,983 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 22,547 (year 2040), Design Load: HS 25 or greater, Features Intersected: BRONX RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.324, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), 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: 12.8m (42.0ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 17.2m (56.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 84.6 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: 65.1 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: High priority of replacement, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.31m (4.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $978,000, Roadway Improvement Cost: $573,000, Total Project Cost: $1,550,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 5500119, Location: 1.0 MI S JCT RTS HRP(Lat: 40.926817, Lng: -73.805347), Route carried "on" structure: Other road 907W, Year Built: 1926, Status: Open, Structure Length: 1.98m (6.50ft), Truck Traffic: 2%, Features Intersected: NEW ROCHELLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.441, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 21 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.3m (56.8ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 25.1m (82.3ft)
Condition: Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 77.1 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: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.98m (6.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $3,109,000, Roadway Improvement Cost: $1,820,000, Total Project Cost: $4,929,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5500119, Location: 1.0 MI S JCT RTS HRP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.441, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 21 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.3m (56.8ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 25.1m (82.3ft)
Condition: Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 77.1 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: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.98m (6.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $3,109,000, Roadway Improvement Cost: $1,820,000, Total Project Cost: $4,929,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5501289, Location: 0.8 MI S JCT RTS CCP(Lat: 40.929292, Lng: -73.810814), Route carried "on" structure: Other road , Year Built: 1965, Status: Open, Structure Length: 4.08m (13.39ft), Average Daily Traffic: 15,228 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 18,498 (year 2040), Features Intersected: 907KX WB, RTE 907K, Facility Carried by Structure: NEW ROCHELLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.595, Lanes on structure: 5, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 33 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 20.1m (65.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 23.4m (76.8ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Poor, 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: Meets minimum limits, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.08m (13.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $5,650,000, Roadway Improvement Cost: $3,308,000, Total Project Cost: $8,958,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5501289, Location: 0.8 MI S JCT RTS CCP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.595, Lanes on structure: 5, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 33 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 20.1m (65.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 23.4m (76.8ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Poor, 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: Meets minimum limits, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.08m (13.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $5,650,000, Roadway Improvement Cost: $3,308,000, Total Project Cost: $8,958,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5501299, Location: 0.4 MI S JCT RTS CCP+HRP (Lat: 40.934458, Lng: -73.807603), Route carried "on" structure: City street 907K, Year Built: 1965, Status: Open, Structure Length: 4.36m (14.30ft), Average Daily Traffic: 51,258 (year 2008), Truck Traffic: 2%, Average Future Daily Traffic: 72,309 (year 2040), Design Load: HS 20, Features Intersected: RTE 907W
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.903, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 30.5m (100.1ft), Skew: 35 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 41.1m (134.8ft), Curb-To-Curb Width: 30.5m (100.1ft), Out-to-Out Width: 34.0m (111.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 96.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.35m (14.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $11,412,000, Roadway Improvement Cost: $6,683,000, Total Project Cost: $18,095,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 5501299, Location: 0.4 MI S JCT RTS CCP+HRP (Lat: 40.934458, Lng: -73.807603), Route carried "on" structure: City street 907K, Year Built: 1965, Status: Open, Structure Length: 4.36m (14.30ft), Average Daily Traffic: 51,258 (year 2008), Truck Traffic: 2%, Average Future Daily Traffic: 72,309 (year 2040), Design Load: HS 20, Features Intersected: RTE 907W
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.903, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 30.5m (100.1ft), Skew: 35 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 41.1m (134.8ft), Curb-To-Curb Width: 30.5m (100.1ft), Out-to-Out Width: 34.0m (111.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 96.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.35m (14.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $11,412,000, Roadway Improvement Cost: $6,683,000, Total Project Cost: $18,095,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 552168, Location: 1.0 MI E OF BRONXVILLE. (Lat: 40.933697, Lng: -73.805636), Route carried "on" structure: City street , Year Built: 2017, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 100 (year 2009), Truck Traffic: 10%, Average Future Daily Traffic: 140 (year 2029), Features Intersected: HUTCHINSON RIVER, Facility Carried by Structure: EHPA DPW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $366,000, Roadway Improvement Cost: $215,000, Total Project Cost: $581,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 552168, Location: 1.0 MI E OF BRONXVILLE. (Lat: 40.933697, Lng: -73.805636), Route carried "on" structure: City street , Year Built: 2017, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 100 (year 2009), Truck Traffic: 10%, Average Future Daily Traffic: 140 (year 2029), Features Intersected: HUTCHINSON RIVER, Facility Carried by Structure: EHPA DPW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $366,000, Roadway Improvement Cost: $215,000, Total Project Cost: $581,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 55236, Location: 1.7 MI.SW JCTRTS HRP& 125 (Lat: 40.953236, Lng: -73.800139), Route carried "on" structure: Ramp City street , Year Built: 1990, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 10 (year 2009), Truck Traffic: 10%, Average Future Daily Traffic: 14 (year 2029), Design Load: HS 20, Features Intersected: HUTCHINSON RIVER, Facility Carried by Structure: HRP RAMPS A & B
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 32 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 54.1 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: 41.8 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: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $245,000, Roadway Improvement Cost: $143,000, Total Project Cost: $388,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 55236, Location: 1.7 MI.SW JCTRTS HRP& 125 (Lat: 40.953236, Lng: -73.800139), Route carried "on" structure: Ramp City street , Year Built: 1990, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 10 (year 2009), Truck Traffic: 10%, Average Future Daily Traffic: 14 (year 2029), Design Load: HS 20, Features Intersected: HUTCHINSON RIVER, Facility Carried by Structure: HRP RAMPS A & B
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 32 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 54.1 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: 41.8 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: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $245,000, Roadway Improvement Cost: $143,000, Total Project Cost: $388,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5500119, Location: 1.0 MI S JCT RTS HRP(Lat: 40.926817, Lng: -73.805347), Route carried "under" structure: City street , Year Built: 1926, Structure Length: 0. m, Average Daily Traffic: 15,228 (year 2018), Truck Traffic: 3%, Features Intersected: NEW ROCHELLE ROAD, Facility Carried by Structure: RTE 907W
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 1.158, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Frame, Length of Maximum Span: 17.3m (56.8ft)
Structure Number: 5500119, Location: 1.0 MI S JCT RTS HRP
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 1.158, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Frame, Length of Maximum Span: 17.3m (56.8ft)
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Structure Number: 5501289, Location: 0.8 MI S JCT RTS CCP(Lat: 40.929292, Lng: -73.810814), Route carried "under" structure: County highway 907K, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 20,000 (year 2021), Features Intersected: 907KX WB, RTE 907K, Facility Carried by Structure: NEW ROCHELLE ROAD
Minimum Vertical Clearance: 5.53m (18.14ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.1m (65.9ft)
Structure Number: 5501289, Location: 0.8 MI S JCT RTS CCP
Minimum Vertical Clearance: 5.53m (18.14ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.1m (65.9ft)
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Structure Number: 5501299, Location: 0.4 MI S JCT RTS CCP+HRP (Lat: 40.934458, Lng: -73.807603), Route carried "under" structure: City street 907W, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 24,400 (year 1977), Features Intersected: RTE 907W, Facility Carried by Structure: RTE 907K
Minimum Vertical Clearance: 4.87m (15.98ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 41.1m (134.8ft)
Structure Number: 5501299, Location: 0.4 MI S JCT RTS CCP+HRP (Lat: 40.934458, Lng: -73.807603), Route carried "under" structure: City street 907W, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 24,400 (year 1977), Features Intersected: RTE 907W, Facility Carried by Structure: RTE 907K
Minimum Vertical Clearance: 4.87m (15.98ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 41.1m (134.8ft)
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Structure Number: 552356, Location: EASTCHESTER BRDLE TRL/HRP (Lat: 40.943936, Lng: -73.802433), Route carried "under" structure: Ramp City street , Year Built: 1990, Structure Length: 0. m, Average Daily Traffic: 10 (year 2021), Features Intersected: WEBSTER AVE RAMP, Facility Carried by Structure: BRIDLE TRAIL BR1
Minimum Vertical Clearance: 4.97m (16.31ft), Kilometerpoint: 0.000, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Truss - Thru, Length of Maximum Span: 10.3m (33.8ft)
Structure Number: 552356, Location: EASTCHESTER BRDLE TRL/HRP (Lat: 40.943936, Lng: -73.802433), Route carried "under" structure: Ramp City street , Year Built: 1990, Structure Length: 0. m, Average Daily Traffic: 10 (year 2021), Features Intersected: WEBSTER AVE RAMP, Facility Carried by Structure: BRIDLE TRAIL BR1
Minimum Vertical Clearance: 4.97m (16.31ft), Kilometerpoint: 0.000, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Truss - Thru, Length of Maximum Span: 10.3m (33.8ft)
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Structure Number: 552357, Location: HRP EXIT 18 & PED.OVERPAS (Lat: 40.955861, Lng: -73.799269), Route carried "under" structure: Ramp City street , Year Built: 1990, Structure Length: 0. m, Average Daily Traffic: 10 (year 2021), Features Intersected: RAMP D, RAMP C, Facility Carried by Structure: BRIDLE TRAIL BR2
Minimum Vertical Clearance: 4.87m (15.98ft), Kilometerpoint: 0.000, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Truss - Thru, Length of Maximum Span: 31.6m (103.7ft)
Structure Number: 552357, Location: HRP EXIT 18 & PED.OVERPAS (Lat: 40.955861, Lng: -73.799269), Route carried "under" structure: Ramp City street , Year Built: 1990, Structure Length: 0. m, Average Daily Traffic: 10 (year 2021), Features Intersected: RAMP D, RAMP C, Facility Carried by Structure: BRIDLE TRAIL BR2
Minimum Vertical Clearance: 4.87m (15.98ft), Kilometerpoint: 0.000, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Truss - Thru, Length of Maximum Span: 31.6m (103.7ft)