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Bridge Statistics for Mamaroneck, New York (NY) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Mamaroneck, NY, New York, New York forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 32 Total length: 81 meters (266ft) Total costs: $40,874,000 Total average daily traffic: 667,870 Total average daily truck traffic: 99,462 National Bridge Inventory (NBI) Registered Bridges for Mamaroneck
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 100004, Location: JCT US 1 & MAMARONECK RVR (Lat: 40.948861, Lng: -73.732614), Route carried "on" structure: US 1, Year Built: 1895, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 17,293 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 24,210 (year 2026), Design Load: H 20, Features Intersected: MAMARONECK RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.010, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.1m (52.8ft), Skew: 3 degrees, Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 2.6m (8.5ft), Right: 0.0m, Curb-To-Curb Width: 16.1m (52.8ft), Out-to-Out Width: 20.1m (65.9ft) Condition: Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 55.8 metric tons, Inventory Rating: 20.7 metric tons, 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: 2.16m (7.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Bridge Improvement Cost: $961,000, Roadway Improvement Cost: $572,000, Total Project Cost: $1,533,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 222506, Location: IN MAMARONECK (Lat: 40.960375, Lng: -73.735458), Route carried "on" structure: City street , Year Built: 1957, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 7,952 (year 1997), Truck Traffic: 6%, Average Future Daily Traffic: 11,133 (year 2017), Design Load: HS 20+Mod, Features Intersected: MAMARONECK RIVER, Facility Carried by Structure: N BARRY AVE EXT Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Frame, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.7m (18.7ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 76.7 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.92m (6.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $542,000, Roadway Improvement Cost: $323,000, Total Project Cost: $865,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 222507, Location: AT MAMARONECK (Lat: 40.958194, Lng: -73.735203), Route carried "on" structure: City street , Year Built: 1936, Status: Posted for load, Structure Length: 1.06m (3.48ft), Average Daily Traffic: 1,478 (year 1997), Truck Traffic: 8%, Average Future Daily Traffic: 2,069 (year 2017), Features Intersected: MAMARONECK RIVER, Facility Carried by Structure: HILLSIDE AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.0m (32.8ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 13.8m (45.3ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 29.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: 0.1 - 9.9% below), Length Of Structure Improvement: 1.06m (3.48ft), Designated Inspection Frequency: Every 12 months, Inspection Date: March 2007, Bridge Improvement Cost: $327,000, Roadway Improvement Cost: $194,000, Total Project Cost: $521,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 222508, Location: AT MARMARONECK (Lat: 40.955750, Lng: -73.736747), Route carried "on" structure: City street , Year Built: 1931, Year Reconstructed: 1955, Status: Open, Structure Length: 2.40m (7.87ft), Average Daily Traffic: 4,343 (year 1997), Truck Traffic: 8%, Average Future Daily Traffic: 6,080 (year 2017), Features Intersected: MAMARONECK RIVER, Facility Carried by Structure: JEFFERSON AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.9m (35.8ft), Curb or Sidewalk Widths: Left: 3.5m (11.5ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 15.3m (50.2ft) Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Fair, Operating Rating: 61.8 metric tons, Inventory Rating: 23.7 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, Length Of Structure Improvement: 2.40m (7.87ft), Designated Inspection Frequency: Every 12 months, Inspection Date: March 2007, Bridge Improvement Cost: $815,000, Roadway Improvement Cost: $485,000, Total Project Cost: $1,300,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 222509, Location: AT MAMARONECK (Lat: 40.953453, Lng: -73.738169), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 18,007 (year 1997), Truck Traffic: 6%, Average Future Daily Traffic: 25,210 (year 2017), Features Intersected: SHELDRAKE RIVER, Facility Carried by Structure: MAMARONECK AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 5.8m (19.0ft), Right: 6.2m (20.3ft), Curb-To-Curb Width: 18.0m (59.1ft), Out-to-Out Width: 31.6m (103.7ft) Condition: Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 68.1 metric tons, Inventory Rating: 29.3 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Bridge Improvement Cost: $1,467,000, Roadway Improvement Cost: $873,000, Total Project Cost: $2,340,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 222511, Location: AT MAMARONECK (Lat: 40.952358, Lng: -73.734458), Route carried "on" structure: City street , Year Built: 1937, Status: Open, Structure Length: 1.03m (3.38ft), Average Daily Traffic: 291 (year 1997), Truck Traffic: 8%, Average Future Daily Traffic: 407 (year 2017), Features Intersected: MAMARONECK RIVER, Facility Carried by Structure: WARD AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 2.8m (9.2ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 16.3m (53.5ft) Condition: Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 65.3 metric tons, Inventory Rating: 25.3 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.03m (3.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $373,000, Roadway Improvement Cost: $222,000, Total Project Cost: $595,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 222512, Location: AT MAMARONECK (Lat: 40.950883, Lng: -73.732278), Route carried "on" structure: City street , Year Built: 1900, Status: Posted for load, Structure Length: 1.18m (3.87ft), Average Daily Traffic: 3,103 (year 1997), Truck Traffic: 8%, Average Future Daily Traffic: 4,344 (year 2017), Features Intersected: MAMARONECK RIVER, Facility Carried by Structure: TOMPKINS AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township 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: 10.6m (34.8ft), Curb or Sidewalk Widths: Left: 2.9m (9.5ft), Right: 2.9m (9.5ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 15.4m (50.5ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 22.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 13.6 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: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 1.18m (3.87ft), Designated Inspection Frequency: Every 12 months, Inspection Date: March 2007, Bridge Improvement Cost: $535,000, Roadway Improvement Cost: $320,000, Total Project Cost: $855,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 222513, Location: 1.3 MI W OF MAMARONECK (Lat: 40.947206, Lng: -73.762322), Route carried "on" structure: City street , Year Built: 1930, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 1,824 (year 1997), Truck Traffic: 6%, Average Future Daily Traffic: 2,554 (year 2017), Features Intersected: SHELDRAKE RIVER, Facility Carried by Structure: ROCKLAND AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Maintenance Responsibility: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), 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: 2.2m (7.2ft), Right: 2.2m (7.2ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 14.4m (47.2ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, 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: $535,000, Roadway Improvement Cost: $320,000, Total Project Cost: $855,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 222514, Location: AT MAMARONECK (Lat: 40.951567, Lng: -73.741222), Route carried "on" structure: City street , Year Built: 1931, Year Reconstructed: 1958, Status: Posted for load, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 8,626 (year 1997), Truck Traffic: 8%, Average Future Daily Traffic: 12,076 (year 2017), Features Intersected: SHELDRAKE RIVER, Facility Carried by Structure: WAVERLY AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.9m (29.2ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 12 months, Inspection Date: March 2007, Bridge Improvement Cost: $200,000, Roadway Improvement Cost: $119,000, Total Project Cost: $319,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 226514, Location: AT MAMARONECK (Lat: 40.951756, Lng: -73.745461), Route carried "on" structure: City street , Year Built: 1956, Status: Open, Structure Length: 1.21m (3.97ft), Average Daily Traffic: 7,000 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 9,800 , Features Intersected: SHELDRAKE RIVER, Facility Carried by Structure: FENIMORE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.4m (17.7ft), Curb or Sidewalk Widths: Left: 0.7m (2.3ft), Right: 0.7m (2.3ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 13.1m (43.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 76.4 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: 1.21m (3.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $353,000, Roadway Improvement Cost: $210,000, Total Project Cost: $563,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 226517, Location: AT MAMARONECK/ RYE (Lat: 40.958633, Lng: -73.730881), Route carried "on" structure: City street , Year Built: 1887, Year Reconstructed: 1943, Status: Posted for load, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 8,328 (year 1997), Truck Traffic: 6%, Average Future Daily Traffic: 11,659 (year 2017), Features Intersected: MNRR NH LINE, Facility Carried by Structure: NO. BARRY AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Railroad, Approaching Roadway Width: 8.8m (28.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 17.3m (56.8ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 10.2m (33.5ft) Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Poor, 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, Underclear: High priority of corrective action, 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: 2.07m (6.79ft), 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: $865,000, Roadway Improvement Cost: $515,000, Total Project Cost: $1,380,000 ( Estimate for 2007), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 226525, Location: AT MAMARONECK RYE (Lat: 40.956756, Lng: -73.732914), Route carried "on" structure: City street , Year Built: 1887, Year Reconstructed: 1943, Status: Posted for load, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 976 (year 1997), Truck Traffic: 8%, Average Future Daily Traffic: 1,366 (year 2017), Features Intersected: MNRR NH LINE, Facility Carried by Structure: HILLSIDE AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Railroad, Maintenance Responsibility: Town or Township Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 16.7m (54.8ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.2m (33.5ft) Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Satisfactory, Operating Rating: 19.1 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: Equal to present minimum criteria, Underclear: High priority of corrective action, 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: 1.92m (6.30ft), 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: $570,000, Roadway Improvement Cost: $341,000, Total Project Cost: $911,000 ( Estimate for 2007), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 226526, Location: AT MAMARONECK (Lat: 40.947333, Lng: -73.747992), Route carried "on" structure: City street , Year Built: 1955, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 2,672 (year 1997), Truck Traffic: 6%, Average Future Daily Traffic: 3,741 (year 2017), Features Intersected: SHELDRAKE RIVER, Facility Carried by Structure: ROCKLAND AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.4m (17.7ft) Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 73.7 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: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $314,000, Roadway Improvement Cost: $187,000, Total Project Cost: $501,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 226578, Location: AT MAMARONECK / RYE (Lat: 40.949383, Lng: -73.725342), Route carried "on" structure: City street , Year Built: 1992, Status: Open, Structure Length: 1.15m (3.77ft), Average Daily Traffic: 1,692 (year 1997), Truck Traffic: 6%, Average Future Daily Traffic: 2,369 (year 2017), Design Load: HS 20, Features Intersected: BEAVER SWAMP BRK, Facility Carried by Structure: SOUTH BARRY AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.5m (37.7ft), Curb or Sidewalk Widths: Left: 2.3m (7.5ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 13.5m (44.3ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 74.4 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.15m (3.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $178,000, Roadway Improvement Cost: $106,000, Total Project Cost: $284,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 226579, Location: IN MAMARONECK/SHORE ACRES (Lat: 40.945536, Lng: -73.723647), Route carried "on" structure: City street , Year Built: 1930, Year Reconstructed: 2003, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 515 (year 1997), Truck Traffic: 6%, Average Future Daily Traffic: 721 (year 2017), Features Intersected: OTTER CK TIDAL BN, Facility Carried by Structure: SOUTH BARRY AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 7.4m (24.3ft) Condition: Deck: Excellent, Superstructure: Very good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 10.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 5.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.98m (3.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2006, Bridge Improvement Cost: $178,000, Roadway Improvement Cost: $106,000, Total Project Cost: $284,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 3347919, Location: 1.4 MI NW MAMARONECK RYE (Lat: 40.968203, Lng: -73.741192), Route carried "on" structure: County highway , Year Built: 1963, Status: Open, Structure Length: 1.61m (5.28ft), Average Daily Traffic: 15,000 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 19,517 , Features Intersected: MAMARONECK RIVER, Facility Carried by Structure: MAMARONECK AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 22.5m (73.8ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 22.5m (73.8ft), Out-to-Out Width: 25.6m (84.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 83.4 metric tons, Inventory Rating: 32.6 metric tons, 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 desirable criteria, Length Of Structure Improvement: 1.61m (5.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $913,000, Roadway Improvement Cost: $543,000, Total Project Cost: $1,456,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 334829, Location: AT MAMARONECK (Lat: 40.954822, Lng: -73.734911), Route carried "on" structure: City street , Year Built: 1910, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 3,212 (year 1993), Truck Traffic: 6%, Average Future Daily Traffic: 4,497 (year 2013), Features Intersected: MAMARONECK RIVER, Facility Carried by Structure: HALSTEAD AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.8m (38.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.9m (12.8ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 20.9m (68.6ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 41.7 metric tons, Inventory Rating: 16.3 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.46m (4.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $677,000, Roadway Improvement Cost: $403,000, Total Project Cost: $1,080,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 551462, Location: MAMARONECK (Lat: 40.934594, Lng: -73.758603), Route carried "on" structure: Ramp Other road , Year Built: 1955, Year Reconstructed: 1995, Status: Open, Structure Length: 2.52m (8.27ft), Average Daily Traffic: 3,000 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 3,990 , Features Intersected: DEPOT WAY, Facility Carried by Structure: PARKING PLAZA RMP Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Owner: State Toll Authority, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.3m (79.7ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.6m (34.8ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 91.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.52m (8.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Bridge Improvement Cost: $1,516,000, Roadway Improvement Cost: $902,000, Total Project Cost: $2,418,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 551465, Location: 2.7 MI SW JCT RTS I95+127 (Lat: 40.947492, Lng: -73.748439), Route carried "on" structure: City street , Year Built: 1954, Year Reconstructed: 1990, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 2,826 (year 1997), Truck Traffic: 6%, Average Future Daily Traffic: 3,956 (year 2017), Design Load: HS 20+Mod, Features Intersected: RTE I95, Facility Carried by Structure: ROCKLAND AVENUE Minimum Vertical Clearance: 4.83m (15.85ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 16.5m (54.1ft), Curb or Sidewalk Widths: Left: 0.7m (2.3ft), Right: 0.7m (2.3ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.0m (32.8ft) Condition: Deck: Poor, Superstructure: Poor, Substructure: Good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.41m (11.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $739,000, Roadway Improvement Cost: $440,000, Total Project Cost: $1,179,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 5514669, Location: 2.4 MI SW JCT RTS I95&127 (Lat: 40.951914, Lng: -73.745886), Route carried "on" structure: Interstate 95, Year Built: 1954, Year Reconstructed: 1990, Status: Open, Structure Length: 3.62m (11.88ft), Average Daily Traffic: 111,600 (year 2004), Truck Traffic: 18%, Average Future Daily Traffic: 156,240 (year 2024), Design Load: HS 20+Mod, Features Intersected: FENIMORE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.152, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 30.1m (98.8ft), Skew: 21 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 30.1m (98.8ft), Out-to-Out Width: 32.0m (105.0ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 58.1 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: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.62m (11.88ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Bridge Improvement Cost: $2,566,000, Roadway Improvement Cost: $1,490,000, Total Project Cost: $4,056,000 ( 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: 551467, Location: 2.0 MI SW JCT RTS I95<127 (Lat: 40.956967, Lng: -73.741739), Route carried "on" structure: City street , Year Built: 1955, Year Reconstructed: 1990, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 11,163 (year 1997), Truck Traffic: 6%, Average Future Daily Traffic: 15,628 (year 2017), Features Intersected: RTE I95, Facility Carried by Structure: OLD WHITE PLAINSR 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: 11.2m (36.7ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 19.2m (63.0ft), Curb or Sidewalk Widths: Left: 0.7m (2.3ft), Right: 0.7m (2.3ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.99m (13.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $1,153,000, Roadway Improvement Cost: $686,000, Total Project Cost: $1,839,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 551468, Location: 1.7 MI SW JCT RTS I95<127 (Lat: 40.961250, Lng: -73.738853), Route carried "on" structure: Ramp Other road , Year Built: 1956, Year Reconstructed: 1992, Status: Open, Structure Length: 4.82m (15.81ft), Average Daily Traffic: 2,000 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 2,660 , Design Load: HS 20+Mod, Features Intersected: RTE I95, Facility Carried by Structure: RAMP MB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 8, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 10.1m (33.1ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 28.3m (92.8ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 11.1m (36.4ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 71.7 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: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.82m (15.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $1,153,000, Roadway Improvement Cost: $686,000, Total Project Cost: $1,839,000 ( 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: 5514699, Location: 1.6 MI SW JCT RTS I95<127 (Lat: 40.962194, Lng: -73.736194), Route carried "on" structure: Interstate , Year Built: 1954, Year Reconstructed: 1991, Status: Open, Structure Length: 6.31m (20.70ft), Average Daily Traffic: 71,864 (year 1989), Truck Traffic: 18%, Average Future Daily Traffic: 113,157 (year 2009), Design Load: HS 20+Mod, Features Intersected: MAMARONECK AV-CR8, Facility Carried by Structure: 95IX Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 171.326, Lanes on structure: 9, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 32.9m (107.9ft), Skew: 23 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.5m (86.9ft), Curb-To-Curb Width: 44.2m (145.0ft), Out-to-Out Width: 47.1m (154.5ft) Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 83.5 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.31m (20.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $6,552,000, Roadway Improvement Cost: $3,803,000, Total Project Cost: $10,355,000 ( 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: 5514709, Location: JCT RTE I95 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 171.889, Lanes on structure: 6, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 35.4m (116.1ft), Skew: 22 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft) Condition: Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.92m (6.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $1,524,000, Roadway Improvement Cost: $907,000, Total Project Cost: $2,431,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 770046, Location: IN MAMARONECK VILLAGE (Lat: 40.946089, Lng: -73.745331), Route carried "on" structure: City street , Year Built: 1900, Status: Posted for load, Structure Length: 2.98m (9.78ft), Average Daily Traffic: 3,230 (year 1997), Truck Traffic: 6%, Average Future Daily Traffic: 4,522 (year 2017), Features Intersected: MNRR NH LINE, Facility Carried by Structure: ROCKLAND AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Railroad, Maintenance Responsibility: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.0m (55.8ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.6m (34.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 2.98m (9.78ft), 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: $699,000, Roadway Improvement Cost: $416,000, Total Project Cost: $1,115,000 ( Estimate for 2007), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 551465, Location: 2.7 MI SW JCT RTS I95+127 (Lat: 40.947492, Lng: -73.748439), Route carried "under" structure: Interstate 95, Year Built: 1954, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 104,100 (year 2004), Truck Traffic: 18%, Features Intersected: RTE I95, Facility Carried by Structure: ROCKLAND AVENUE Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 979.559, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.5m (54.1ft) Find on map >>
Structure Number: 5514669, Location: 2.4 MI SW JCT RTS I95&127 (Lat: 40.951914, Lng: -73.745886), Route carried "under" structure: City street , Year Built: 1954, Structure Length: 3.62m (11.88ft), Average Daily Traffic: 7,000 (year 2007), Truck Traffic: 6%, Features Intersected: FENIMORE ROAD, Facility Carried by Structure: RTE I95 Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 2, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.2m (49.9ft) Find on map >>
Structure Number: 551467, Location: 2.0 MI SW JCT RTS I95<127 (Lat: 40.956967, Lng: -73.741739), Route carried "under" structure: Interstate 95, Year Built: 1955, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 111,600 (year 2004), Truck Traffic: 18%, Features Intersected: RTE I95, Facility Carried by Structure: OLD WHITE PLAINSR Minimum Vertical Clearance: 6.25m (20.51ft), Kilometerpoint: 980.766, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.2m (63.0ft) Find on map >>
Structure Number: 551468, Location: 1.7 MI SW JCT RTS I95<127 (Lat: 40.961250, Lng: -73.738853), Route carried "under" structure: Interstate 95, Year Built: 1956, Structure Length: 4.82m (15.81ft), Average Daily Traffic: 20,000 (year 2007), Truck Traffic: 18%, Features Intersected: RTE I95, Facility Carried by Structure: RAMP MB Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 0.436, Lanes on structure: 1, Lanes under structure: 8, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.3m (92.8ft) Find on map >>
Structure Number: 5514699, Location: 1.6 MI SW JCT RTS I95<127 (Lat: 40.962194, Lng: -73.736194), Route carried "under" structure: County highway , Year Built: 1954, Structure Length: 6.31m (20.70ft), Average Daily Traffic: 26,311 (year 2005), Truck Traffic: 6%, Features Intersected: MAMARONECK AV-CR8, Facility Carried by Structure: 95IX Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 0.000, Lanes on structure: 9, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.5m (86.9ft) Find on map >>
Structure Number: 77125, Location: AT MAMARONECK (Lat: 40.952903, Lng: -73.737419), Route carried "under" structure: County highway , Year Built: 1905, Structure Length: 2.25m (7.38ft), Average Daily Traffic: 12,000 (year 2007), Truck Traffic: 6%, Features Intersected: MAMARONECK AVENUE, Facility Carried by Structure: MNRR NH LINE Minimum Vertical Clearance: 3.32m (10.89ft), Kilometerpoint: 0.000, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 21.9m (71.9ft) Find on map >>
Structure Number: 771264, Location: AT MAMARONECK (Lat: 40.949958, Lng: -73.740731), Route carried "under" structure: City street , Year Built: 1905, Structure Length: 1.70m (5.58ft), Average Daily Traffic: 7,000 (year 2007), Truck Traffic: 6%, Features Intersected: FENIMORE ROAD, Facility Carried by Structure: MNRR NH LINE Minimum Vertical Clearance: 3.14m (10.30ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 16.4m (53.8ft) Discuss this city on our hugely popular New York forum Back to: Mamaroneck, NY, New York, All US cities.
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