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Bridge Statistics for Rye, New York (NY) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Rye, NY, New York, New York forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 42 Total length: 195 meters (640ft) Total costs: $60,443,000 Total average daily traffic: 1,137,971 Total average daily truck traffic: 178,328 National Bridge Inventory (NBI) Registered Bridges for Rye
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 100009, Location: JCT US 1 & I287 (Lat: 40.991786, Lng: -73.677222), Route carried "on" structure: US 1, Year Built: 1959, Year Reconstructed: 1971, Status: Open, Structure Length: 8.32m (27.30ft), Average Daily Traffic: 23,997 (year 1999), Truck Traffic: 6%, Average Future Daily Traffic: 33,596 (year 2019), Design Load: HS 20+Mod, Features Intersected: RTE I287 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.429, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.5m (73.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 18.2m (59.7ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.32m (27.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $3,358,000, Roadway Improvement Cost: $1,949,000, Total Project Cost: $5,307,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 103732, Location: 06 MI NW JCT 120 & NETHRY (Lat: 40.993897, Lng: -73.686608), Route carried "on" structure: State highway 120, Year Built: 1994, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 4,448 (year 2002), Truck Traffic: 6%, Average Future Daily Traffic: 6,227 (year 2022), Design Load: HS 20+Mod, Features Intersected: BLIND BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.541, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.9m (42.3ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.49m (4.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Bridge Improvement Cost: $575,000, Roadway Improvement Cost: $342,000, Total Project Cost: $917,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 1049859, Location: .2 MI E JCT I287 & US 1 (Lat: 40.989217, Lng: -73.674289), Route carried "on" structure: Interstate 287, Year Built: 1958, Year Reconstructed: 1990, Status: Open, Structure Length: 9.08m (29.79ft), Average Daily Traffic: 104,403 (year 2002), Truck Traffic: 18%, Average Future Daily Traffic: 146,164 (year 2022), Design Load: HS 20+Mod, Features Intersected: RAMPS J R & D, MNRR NH L Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.599, Lanes on structure: 5, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 32.0m (105.0ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 29.5m (96.8ft), Curb-To-Curb Width: 28.9m (94.8ft), Out-to-Out Width: 30.9m (101.4ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.08m (29.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $2,239,000, Roadway Improvement Cost: $1,299,000, Total Project Cost: $3,538,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 1049879, Location: 0.2MI NW JCT I287&NE THRY (Lat: 40.988100, Lng: -73.671981), Route carried "on" structure: Ramp Interstate 287, Year Built: 1958, Year Reconstructed: 1990, Status: Open, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 74,856 (year 1989), Truck Traffic: 18%, Average Future Daily Traffic: 117,868 (year 2009), Design Load: HS 20+Mod, Features Intersected: MIDLAND AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 644.228, Lanes on structure: 5, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 29.8m (97.8ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 29.3m (96.1ft), Out-to-Out Width: 31.2m (102.4ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Inventory Rating: 61.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.92m (25.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Bridge Improvement Cost: $5,469,000, Roadway Improvement Cost: $3,174,000, Total Project Cost: $8,643,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 200005, Location: JCT RTE 1&PLAYLAND PKWY (Lat: 40.971467, Lng: -73.693683), Route carried "on" structure: US 1, Year Built: 1941, Status: Open, Structure Length: 1.85m (6.07ft), Average Daily Traffic: 7,968 (year 2005), Truck Traffic: 6%, Average Future Daily Traffic: 11,155 (year 2025), Features Intersected: PLAYLAND PARKWAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.353, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.5m (60.7ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 22.0m (72.2ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 56.1 metric tons, Inventory Rating: 20.3 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.85m (6.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $903,000, Roadway Improvement Cost: $537,000, Total Project Cost: $1,440,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 222526, Location: 2.9 MI NE MAMARONECK RYE (Lat: 40.982400, Lng: -73.685375), Route carried "on" structure: City street , Year Built: 1928, Status: Open, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 2,650 (year 1997), Truck Traffic: 8%, Average Future Daily Traffic: 3,710 (year 2017), Features Intersected: BLIND BROOK, Facility Carried by Structure: LOCUST AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 14.6m (47.9ft) Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $428,000, Roadway Improvement Cost: $256,000, Total Project Cost: $684,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 222527, Location: AT CITY OF RYE (Lat: 40.979806, Lng: -73.684628), Route carried "on" structure: City street , Year Built: 1929, Status: Posted for load, Structure Length: 1.06m (3.48ft), Average Daily Traffic: 1,211 (year 1997), Truck Traffic: 8%, Average Future Daily Traffic: 1,695 (year 2017), Features Intersected: BLIND BROOK, Facility Carried by Structure: ORCHARD AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 2.3m (7.5ft), Right: 2.3m (7.5ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 15.0m (49.2ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 13.0 metric tons, Inventory Rating: 13.0 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 1.06m (3.48ft), Designated Inspection Frequency: Every 12 months, Inspection Date: March 2007, Bridge Improvement Cost: $354,000, Roadway Improvement Cost: $211,000, Total Project Cost: $565,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 222528, Location: 2.0 MI SW OF PORT CHESTER (Lat: 40.978678, Lng: -73.685342), Route carried "on" structure: City street , Year Built: 1900, Status: Posted for load, Structure Length: 1.03m (3.38ft), Average Daily Traffic: 1,991 (year 1997), Truck Traffic: 6%, Average Future Daily Traffic: 2,787 (year 2017), Features Intersected: BLIND BROOK, Facility Carried by Structure: CENTRAL AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.7m (31.8ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 11.5m (37.7ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 13.0 metric tons, Inventory Rating: 13.0 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 1.03m (3.38ft), Designated Inspection Frequency: Every 12 months, Inspection Date: March 2007, Bridge Improvement Cost: $265,000, Roadway Improvement Cost: $158,000, Total Project Cost: $423,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 222529, Location: 0.38 MI N PLAYLAND PKWY (Lat: 40.974681, Lng: -73.687772), Route carried "on" structure: US 1, Year Built: 1934, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 7,968 (year 2005), Truck Traffic: 6%, Average Future Daily Traffic: 11,155 (year 2025), Features Intersected: BLIND BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.356, Lanes on structure: 3, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.9m (35.8ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 4.5m (14.8ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 19.8m (65.0ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Poor, Operating Rating: 61.8 metric tons, Inventory Rating: 23.7 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $586,000, Roadway Improvement Cost: $349,000, Total Project Cost: $935,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 226528, Location: 2.1 MI SW OF PORT CHESTER (Lat: 40.976458, Lng: -73.686478), Route carried "on" structure: Other road , Year Built: 1870, Status: Posted for load, Structure Length: 0.97m (3.18ft), Average Daily Traffic: 118 (year 1997), Truck Traffic: 8%, Average Future Daily Traffic: 157 (year 2017), Features Intersected: BLIND BROOK, Facility Carried by Structure: NATURE PR PARK RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 3.6m (11.8ft), Skew: 1 degrees, Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 4.2m (13.8ft), Out-to-Out Width: 5.4m (17.7ft) Condition: Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 5.0 metric tons, Inventory Rating: 5.0 metric tons, Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 0.97m (3.18ft), Designated Inspection Frequency: Every 12 months, Inspection Date: March 2007, Bridge Improvement Cost: $117,000, Roadway Improvement Cost: $70,000, Total Project Cost: $187,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 226568, Location: 1.5 MI NE MAMARONECK RYE (Lat: 40.969114, Lng: -73.705508), Route carried "on" structure: City street , Year Built: 1929, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 2,667 (year 1997), Truck Traffic: 6%, Average Future Daily Traffic: 3,475 (year 2017), Features Intersected: BEAVER SWAMP BRK, Facility Carried by Structure: OSBORN ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.0m (19.7ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 14.7m (48.2ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 51.9 metric tons, Inventory Rating: 24.4 metric tons, 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: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $761,000, Roadway Improvement Cost: $510,000, Total Project Cost: $1,271,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 334806, Location: 2.9 MI NE MAMARONECK RYE (Lat: 40.983178, Lng: -73.687272), Route carried "on" structure: County highway , Year Built: 1928, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 9,960 (year 1993), Truck Traffic: 6%, Average Future Daily Traffic: 12,977 (year 2013), Features Intersected: BLIND BROOK, Facility Carried by Structure: THEODORE FREMD AV Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 24.3m (79.7ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Inventory Rating: 61.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $2,290,000, Roadway Improvement Cost: $1,329,000, Total Project Cost: $3,619,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 334823, Location: 2.1 MI NE MAMARONECK RYE (Lat: 40.972883, Lng: -73.694608), Route carried "on" structure: County highway , Year Built: 1954, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 7,132 (year 1997), Truck Traffic: 6%, Average Future Daily Traffic: 9,292 (year 2017), Features Intersected: PLAYLAND PARKWAY, Facility Carried by Structure: OLD POST ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: County 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: 18.8m (61.7ft), Curb or Sidewalk Widths: Left: 0.7m (2.3ft), Right: 0.7m (2.3ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.2m (36.7ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.04m (6.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Bridge Improvement Cost: $508,000, Roadway Improvement Cost: $302,000, Total Project Cost: $810,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 3349, Location: 2.1 MI NE MAMARONECK RYE (Lat: 40.968625, Lng: -73.689344), Route carried "on" structure: County highway , Year Built: 1954, Year Reconstructed: 2006, Status: Open, Structure Length: 1.78m (5.84ft), Average Daily Traffic: 9,212 (year 1997), Truck Traffic: 6%, Average Future Daily Traffic: 12,897 (year 2017), Features Intersected: BLIND BROOK, Facility Carried by Structure: PLAYLAND PARKWAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 15.4m (50.5ft), Out-to-Out Width: 18.3m (60.0ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 74.9 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Better than 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: 1.78m (5.84ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $1,455,000, Roadway Improvement Cost: $865,000, Total Project Cost: $2,320,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 335851, Location: 2.9 MI NE MAMARONECK RYE (Lat: 40.968083, Lng: -73.671919), Route carried "on" structure: Other road , Year Built: 1927, Year Reconstructed: 1997, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 504 (year 1997), Truck Traffic: 8%, Average Future Daily Traffic: 670 (year 2017), Design Load: HS 25, Features Intersected: PLAYLAND LAKE, Facility Carried by Structure: MANURSING ISL RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 4.5m (14.8ft), Right: 4.5m (14.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 19.3m (63.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $321,000, Roadway Improvement Cost: $191,000, Total Project Cost: $512,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 3364859, Location: 2.1 MI NE MAMARONECK RYE (Lat: 40.976325, Lng: -73.698533), Route carried "on" structure: County highway , Year Built: 1956, Year Reconstructed: 1996, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 7,676 (year 1997), Truck Traffic: 6%, Average Future Daily Traffic: 9,987 (year 2017), Design Load: HS 20, Features Intersected: THEO FRMO AV-CR54, MNRR, Facility Carried by Structure: PLAYLAND PARKWAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 19.8m (65.0ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 23.1m (75.8ft), Curb-To-Curb Width: 19.0m (62.3ft), Out-to-Out Width: 20.6m (67.6ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 98.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.63m (15.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Bridge Improvement Cost: $481,000, Roadway Improvement Cost: $286,000, Total Project Cost: $767,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Galvanized Reinforcing Find on map >>
Structure Number: 500008, Location: JCT RTE 1&I95 AT RYE (Lat: 40.987411, Lng: -73.680269), Route carried "on" structure: US 1, Year Built: 1958, Year Reconstructed: 1991, Status: Open, Structure Length: 4.42m (14.50ft), Average Daily Traffic: 20,957 (year 1989), Truck Traffic: 6%, Average Future Daily Traffic: 29,340 (year 2009), Design Load: HS 20+Mod, Features Intersected: RTE I95 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.999, Lanes on structure: 4, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Toll Authority, Approaching Roadway Width: 14.3m (46.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 16.9m (55.4ft) Condition: Deck: Very good, Superstructure: Fair, Substructure: Fair, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.42m (14.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $1,647,000, Roadway Improvement Cost: $980,000, Total Project Cost: $2,627,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 5037319, Location: 0.8 MI W JCT RTS I95+287 (Lat: 40.986081, Lng: -73.684278), Route carried "on" structure: Interstate 95, Year Built: 1957, Year Reconstructed: 1994, Status: Open, Structure Length: 12.47m (40.91ft), Average Daily Traffic: 76,334 (year 1989), Truck Traffic: 18%, Average Future Daily Traffic: 120,196 (year 2009), Design Load: HS 20+Mod, Features Intersected: STATION PARKING, 120 PUR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 176.861, Lanes on structure: 7, Lanes under structure: 5, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 33.5m (109.9ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 33.7m (110.6ft), Out-to-Out Width: 35.7m (117.1ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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: 12.47m (40.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $925,000, Roadway Improvement Cost: $541,000, Total Project Cost: $1,466,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 534824, Location: .9 MI E JCT I95 & SH 127 (Lat: 40.978203, Lng: -73.696667), Route carried "on" structure: County highway , Year Built: 1996, Status: Open, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 3,688 (year 1997), Truck Traffic: 6%, Average Future Daily Traffic: 5,163 (year 2017), Design Load: HS 25, Features Intersected: RTE I95, MNRR NH LINE, Facility Carried by Structure: COUNTY ROAD 73 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 8, Owner: State Toll Authority, Approaching Roadway Width: 10.0m (32.8ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.1m (98.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 12.3m (40.4ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.92m (25.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $2,875,000, Roadway Improvement Cost: $1,669,000, Total Project Cost: $4,544,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 5514749, Location: 0.5 MI E JCT RTS I95<127 (Lat: 40.974675, Lng: -73.705767), Route carried "on" structure: Interstate 95, Year Built: 1956, Year Reconstructed: 1997, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 61,194 (year 1981), Truck Traffic: 18%, Average Future Daily Traffic: 85,672 (year 2001), Design Load: HS 20+Mod, Features Intersected: BEAVER SWAMP BROO Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.653, Lanes on structure: 7, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 32.3m (106.0ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 2.9m (9.5ft), Right: 2.9m (9.5ft), Curb-To-Curb Width: 32.9m (107.9ft), Out-to-Out Width: 39.9m (130.9ft) Condition: Channel: Poor, Culverts: Good, Operating Rating: 76.9 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.25m (4.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $1,101,000, Roadway Improvement Cost: $655,000, Total Project Cost: $1,756,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 5514759, Location: .8 MI E JCT I95 & SH 127 (Lat: 40.976878, Lng: -73.698997), Route carried "on" structure: Ramp Other road , Year Built: 1956, Year Reconstructed: 1997, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 15,993 (year 1997), Truck Traffic: 6%, Average Future Daily Traffic: 20,808 (year 2017), Design Load: HS 20+Mod, Features Intersected: RTE I95, Facility Carried by Structure: PLAYLAND PARKWAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 7, Owner: State Toll Authority, Approaching Roadway Width: 13.4m (44.0ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 14.3m (46.9ft), Out-to-Out Width: 15.1m (49.5ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.51m (11.52ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $1,101,000, Roadway Improvement Cost: $655,000, Total Project Cost: $1,756,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Galvanized Reinforcing Find on map >>
Structure Number: 551476, Location: 0.7 MI SW JCT RTS I95 + 1 (Lat: 40.981144, Lng: -73.692400), Route carried "on" structure: City street , Year Built: 1956, Year Reconstructed: 1997, Status: Open, Structure Length: 3.56m (11.68ft), Average Daily Traffic: 1,068 (year 1993), Truck Traffic: 6%, Average Future Daily Traffic: 1,495 (year 2013), Design Load: HS 20+Mod, Features Intersected: RTE I95, Facility Carried by Structure: CENTRAL AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Toll Authority, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.2m (36.7ft) Condition: Deck: Fair, Superstructure: Very good, Substructure: Very good, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.56m (11.68ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $519,000, Roadway Improvement Cost: $304,000, Total Project Cost: $823,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 5514779, Location: 0.5 MI SW JCT RTS I95+1 (Lat: 40.983003, Lng: -73.689367), Route carried "on" structure: Interstate 95, Year Built: 1956, Year Reconstructed: 1994, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 76,334 (year 1989), Truck Traffic: 18%, Average Future Daily Traffic: 106,868 (year 2009), Design Load: HS 20+Mod, Features Intersected: LOCUST AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.631, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Toll Authority, Approaching Roadway Width: 30.2m (99.1ft), Skew: 22 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.4m (53.8ft), Curb-To-Curb Width: 30.1m (98.8ft), Out-to-Out Width: 32.1m (105.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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: 1.74m (5.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $1,229,000, Roadway Improvement Cost: $732,000, Total Project Cost: $1,961,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 5514789, Location: 0.4 MI SW JCT RTS I95<1 (Lat: 40.984711, Lng: -73.686672), Route carried "on" structure: Interstate 95, Year Built: 1955, Year Reconstructed: 1994, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 76,334 (year 1989), Truck Traffic: 18%, Average Future Daily Traffic: 106,868 (year 2009), Design Load: HS 20+Mod, Features Intersected: BLIND BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.634, Lanes on structure: 6, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 28.3m (92.8ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft) Condition: Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 78.4 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.98m (3.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $623,000, Roadway Improvement Cost: $371,000, Total Project Cost: $994,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 5514809, Location: .1 MI W JCT RTS 287 & I95 (Lat: 40.987450, Lng: -73.672553), Route carried "on" structure: Interstate 95, Year Built: 1999, Status: Open, Structure Length: 6.61m (21.69ft), Average Daily Traffic: 124,800 (year 2004), Truck Traffic: 18%, Average Future Daily Traffic: 174,720 (year 2024), Design Load: HS 25, Features Intersected: MIDLAND AVE-CR 72 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.749, Lanes on structure: 7, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 34.7m (113.8ft), Skew: 22 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 64.6m (211.9ft), Curb-To-Curb Width: 34.0m (111.5ft), Out-to-Out Width: 35.7m (117.1ft) Condition: Deck: Very good, Superstructure: Excellent, Substructure: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 64.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.61m (21.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $623,000, Roadway Improvement Cost: $371,000, Total Project Cost: $994,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Galvanized Reinforcing Find on map >>
Structure Number: 552003, Location: JCT I287 & I95 (Lat: 40.987372, Lng: -73.670628), Route carried "on" structure: Ramp Interstate , Year Built: 1959, Status: Open, Structure Length: 11.43m (37.50ft), Average Daily Traffic: 84,360 (year 2001), Truck Traffic: 18%, Average Future Daily Traffic: 132,833 (year 2021), Design Load: H 20, Features Intersected: 95IX, Facility Carried by Structure: RAMP I287 TO I95 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 49.3m (161.7ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 13.5m (44.3ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.43m (37.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Bridge Improvement Cost: $3,421,000, Roadway Improvement Cost: $1,986,000, Total Project Cost: $5,407,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 700007, Location: .1 MILE S JCT U.S.1 & I95 (Lat: 40.986256, Lng: -73.680697), Route carried "on" structure: US 1, Year Built: 1991, Status: Open, Structure Length: 9.29m (30.48ft), Average Daily Traffic: 10,423 (year 1989), Truck Traffic: 6%, Average Future Daily Traffic: 14,592 (year 2009), Design Load: HS 20+Mod, Features Intersected: MNRR NH LINE, PARKING LO Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.796, Lanes on structure: 4, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 34.4m (112.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 16.8m (55.1ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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: 9.29m (30.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $3,464,000, Roadway Improvement Cost: $2,011,000, Total Project Cost: $5,475,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 771256, Location: 2.2 MI SW OF PORT CHESTER (Lat: 40.981017, Lng: -73.692033), Route carried "on" structure: City street , Year Built: 1898, Status: Posted for load, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 1,047 (year 1997), Truck Traffic: 6%, Average Future Daily Traffic: 1,466 (year 2017), Features Intersected: MNRR NH LINE, Facility Carried by Structure: CENTRAL AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Railroad, Maintenance Responsibility: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 17.0m (55.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.4m (4.6ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 10.0m (32.8ft) Condition: Deck: Very good, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 20.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 13.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 1.98m (6.50ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: September 2007, Critical Feature Inspection Date: September 2007, Bridge Improvement Cost: $440,000, Roadway Improvement Cost: $262,000, Total Project Cost: $702,000 ( Estimate for 2007), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 100009, Location: JCT US 1 & I287 (Lat: 40.991786, Lng: -73.677222), Route carried "under" structure: Interstate 287, Year Built: 1959, Structure Length: 8.32m (27.30ft), Average Daily Traffic: 35,800 (year 1977), Truck Traffic: 18%, Features Intersected: RTE I287, Facility Carried by Structure: RTE 1 Minimum Vertical Clearance: 5.56m (18.24ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.5m (73.8ft) Find on map >>
Structure Number: 1049859, Location: .2 MI E JCT I287 & US 1 (Lat: 40.989217, Lng: -73.674289), Route carried "under" structure: Ramp Other road , Year Built: 1958, Structure Length: 9.08m (29.79ft), Average Daily Traffic: 12,500 (year 1986), Truck Traffic: 6%, Features Intersected: RAMPS J R & D, MNRR NH L, Facility Carried by Structure: RTE I287 Minimum Vertical Clearance: 7.99m (26.21ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.5m (96.8ft) Find on map >>
Structure Number: 1049879, Location: 0.2MI NW JCT I287&NE THRY (Lat: 40.988100, Lng: -73.671981), Route carried "under" structure: County highway , Year Built: 1958, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 12,500 (year 1986), Truck Traffic: 6%, Features Intersected: MIDLAND AVENUE, Facility Carried by Structure: RTE I287 Minimum Vertical Clearance: 14.99m (49.18ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.9m (85.0ft) Find on map >>
Structure Number: 200005, Location: JCT RTE 1&PLAYLAND PKWY (Lat: 40.971467, Lng: -73.693683), Route carried "under" structure: County highway , Year Built: 1941, Structure Length: 1.85m (6.07ft), Average Daily Traffic: 8,000 (year 1986), Truck Traffic: 6%, Features Intersected: PLAYLAND PARKWAY, Facility Carried by Structure: RTE 1 Minimum Vertical Clearance: 4.24m (13.91ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Concrete, Design/Construction: Frame, Length of Maximum Span: 18.5m (60.7ft) Find on map >>
Structure Number: 334823, Location: 2.1 MI NE MAMARONECK RYE (Lat: 40.972883, Lng: -73.694608), Route carried "under" structure: County highway , Year Built: 1954, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 17,548 (year 2007), Truck Traffic: 6%, Features Intersected: PLAYLAND PARKWAY, Facility Carried by Structure: OLD POST ROAD Minimum Vertical Clearance: 4.39m (14.40ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.8m (61.7ft) Find on map >>
Structure Number: 3364859, Location: 2.1 MI NE MAMARONECK RYE (Lat: 40.976325, Lng: -73.698533), Route carried "under" structure: County highway , Year Built: 1956, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 6,000 (year 2007), Truck Traffic: 6%, Features Intersected: THEO FRMO AV-CR54, MNRR, Facility Carried by Structure: PLAYLAND PARKWAY Minimum Vertical Clearance: 6.01m (19.72ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.1m (75.8ft) Find on map >>
Structure Number: 500008, Location: JCT RTE 1&I95 AT RYE (Lat: 40.987411, Lng: -73.680269), Route carried "under" structure: Interstate 95, Year Built: 1958, Structure Length: 4.42m (14.50ft), Average Daily Traffic: 35,800 (year 1977), Truck Traffic: 18%, Features Intersected: RTE I95, Facility Carried by Structure: RTE 1 Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 987.459, Lanes on structure: 4, Lanes under structure: 8, Toll: On Interstate toll segment, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft) Find on map >>
Structure Number: 5037319, Location: 0.8 MI W JCT RTS I95+287 (Lat: 40.986081, Lng: -73.684278), Route carried "under" structure: City street , Year Built: 1957, Structure Length: 12.47m (40.91ft), Average Daily Traffic: 10,000 (year 2007), Truck Traffic: 6%, Features Intersected: STATION PARKING, 120 PUR, Facility Carried by Structure: RTE I95 Minimum Vertical Clearance: 8.03m (26.35ft), Kilometerpoint: 161.383, Lanes on structure: 7, Lanes under structure: 3, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.2m (76.1ft) Find on map >>
Structure Number: 534824, Location: .9 MI E JCT I95 & SH 127 (Lat: 40.978203, Lng: -73.696667), Route carried "under" structure: Interstate 95, Year Built: 1996, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 20,000 (year 1997), Truck Traffic: 18%, Features Intersected: RTE I95, MNRR NH LINE, Facility Carried by Structure: COUNTY ROAD 73 Minimum Vertical Clearance: 5.86m (19.23ft), Kilometerpoint: 985.722, Lanes on structure: 2, Lanes under structure: 8, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.1m (98.8ft) Find on map >>
Structure Number: 5514759, Location: .8 MI E JCT I95 & SH 127 (Lat: 40.976878, Lng: -73.698997), Route carried "under" structure: Interstate 95, Year Built: 1956, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 35,500 (year 2007), Truck Traffic: 18%, Features Intersected: RTE I95, Facility Carried by Structure: PLAYLAND PARKWAY Minimum Vertical Clearance: 0.80m (2.62ft), Kilometerpoint: 98.548, Lanes on structure: 2, Lanes under structure: 7, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.3m (60.0ft) Find on map >>
Structure Number: 551476, Location: 0.7 MI SW JCT RTS I95 + 1 (Lat: 40.981144, Lng: -73.692400), Route carried "under" structure: Interstate 95, Year Built: 1956, Structure Length: 3.56m (11.68ft), Average Daily Traffic: 35,500 (year 2007), Truck Traffic: 18%, Features Intersected: RTE I95, Facility Carried by Structure: CENTRAL AVENUE Minimum Vertical Clearance: 0.49m (1.61ft), Kilometerpoint: 98.622, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.1m (56.1ft) Find on map >>
Structure Number: 5514809, Location: .1 MI W JCT RTS 287 & I95 (Lat: 40.987450, Lng: -73.672553), Route carried "under" structure: County highway , Year Built: 1999, Structure Length: 6.61m (21.69ft), Average Daily Traffic: 6,000 (year 2007), Truck Traffic: 6%, Features Intersected: MIDLAND AVE-CR 72, Facility Carried by Structure: RTE I95 Minimum Vertical Clearance: 7.85m (25.75ft), Kilometerpoint: 0.000, Lanes on structure: 7, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 64.6m (211.9ft) Find on map >>
Structure Number: 552003, Location: JCT I287 & I95 (Lat: 40.987372, Lng: -73.670628), Route carried "under" structure: Interstate , Year Built: 1959, Structure Length: 11.43m (37.50ft), Average Daily Traffic: 75,230 (year 2000), Truck Traffic: 18%, Features Intersected: 95IX, Facility Carried by Structure: RAMP I287 TO I95 Minimum Vertical Clearance: 5.79m (19.00ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 49.3m (161.7ft) Find on map >>
Structure Number: 70373, Location: JCT RR&PURCHASE ST AT RYE (Lat: 40.985442, Lng: -73.684433), Route carried "under" structure: City street 120, Year Built: 1930, Structure Length: 1.64m (5.38ft), Average Daily Traffic: 8,300 (year 1977), Truck Traffic: 6%, Features Intersected: RTE 120, Facility Carried by Structure: MNRR NH LINE Minimum Vertical Clearance: 3.58m (11.75ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.8m (51.8ft) Discuss this city on our hugely popular New York forum Back to: Rye, NY, New York, All US cities.
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