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

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Structure Number: 1049889,  Location: 0.5MI N JCT RTE1+NORTH AV (Lat: 40.916081,  Lng: -73.785061),  Route carried "on" structure: State highway 981U,  Year Built: 1965,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 2.68m (8.79ft),  Average Daily Traffic: 10,617 (year 2002),  Truck Traffic: 6%,  Average Future Daily Traffic: 15,399 (year 2022),  Design Load: HS 25,  Features Intersected: NORTH AVE - CR 81
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 161.061,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 23.4m (76.8ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.2m (82.7ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 21.4m (70.2ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Good,  Operating Rating: 72.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than 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: 2.68m (8.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  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

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Structure Number: 104989,  Location: IN NEW ROCHELLE (Lat: 40.910108,  Lng: -73.785028),  Route carried "on" structure: State highway ,  Year Built: 1929,  Year Reconstructed: 1953,  Status: Open,  Structure Length: 1.82m (5.97ft),  Average Daily Traffic: 11,600 (year 1982),  Truck Traffic: 6%,  Average Future Daily Traffic: 16,825 (year 2002),  Features Intersected: MNRR NH LINE,  Facility Carried by Structure: DIVISION STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 161.222,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.2m (59.7ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 94.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 1.82m (5.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Bridge Improvement Cost: $393,000,  Roadway Improvement Cost: $230,000,  Total Project Cost: $623,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 107361,  Location: .1M W.JCT RT 125 & HRP (Lat: 40.970089,  Lng: -73.776239),  Route carried "on" structure: Ramp Other road ,  Year Built: 1990,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 4,973 (year 1997),  Truck Traffic: 6%,  Average Future Daily Traffic: 7,213 (year 2017),  Design Load: HS 20,  Features Intersected: SHELDRAKE RIVER,  Facility Carried by Structure: RAMP TO HRP SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.6m (11.8ft),  Curb or Sidewalk Widths: Left: 2.9m (9.5ft),  Right: 0.0m,  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 75.1 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Equal to present minimum criteria,  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: 0.82m (2.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Bridge Improvement Cost: $205,000,  Roadway Improvement Cost: $122,000,  Total Project Cost: $327,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 109138,  Location: .1MI N US1&.2 MI S NOR ST (Lat: 40.910928,  Lng: -73.784858),  Route carried "on" structure: State highway ,  Year Built: 1955,  Status: Open,  Structure Length: 11.70m (38.39ft),  Average Daily Traffic: 8,017 (year 1997),  Truck Traffic: 6%,  Average Future Daily Traffic: 10,431 (year 2017),  Design Load: HS 20,  Features Intersected: 95IX, MNRR NH LINE,  Facility Carried by Structure: MEMORIAL HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 161.077,  Lanes on structure: 3,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 29.5m (96.8ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 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: Meets minimum limits,  Length Of Structure Improvement: 11.70m (38.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Bridge Improvement Cost: $3,975,000,  Roadway Improvement Cost: $2,308,000,  Total Project Cost: $6,283,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 109139,  Location: JCT RTE I95+0.1MI N RTE 1 (Lat: 40.910464,  Lng: -73.785483),  Route carried "on" structure: City street 981V,  Year Built: 1955,  Status: Posted for load-capacity,  Structure Length: 5.27m (17.29ft),  Average Daily Traffic: 11,909 (year 1998),  Truck Traffic: 6%,  Average Future Daily Traffic: 15,495 (year 2018),  Design Load: HS 20,  Features Intersected: RTE I95
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 161.045,  Lanes on structure: 3,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.7m (90.9ft),  Curb or Sidewalk Widths: Left: 2.2m (7.2ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 16.1m (52.8ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Poor,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Underclear: High priority of replacement,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 5.27m (17.29ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2007,  Bridge Improvement Cost: $2,997,000,  Roadway Improvement Cost: $1,980,000,  Total Project Cost: $4,977,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 10914,  Location: JCT RTE I95+0.2MI N RTE 1 (Lat: 40.911447,  Lng: -73.785656),  Route carried "on" structure: Ramp City street ,  Year Built: 1955,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 500 (year 1979),  Truck Traffic: 6%,  Average Future Daily Traffic: 651 (year 1999),  Design Load: HS 20,  Features Intersected: RAMP TO 95IX,  Facility Carried by Structure: CONNECTOR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 161.254,  Lanes on structure: 2,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 9.7m (31.8ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.1m (39.7ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 81.2 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 1.40m (4.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  Bridge Improvement Cost: $377,000,  Roadway Improvement Cost: $224,000,  Total Project Cost: $601,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 226226,  Location: 1.5 MI NE OF PELHAM MANOR (Lat: 40.908792,  Lng: -73.786500),  Route carried "on" structure: City street ,  Year Built: 1886,  Year Reconstructed: 1992,  Status: Posted for load,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 5,000 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 7,000 ,  Design Load: HS 20,  Features Intersected: MNRR NH LINE,  Facility Carried by Structure: CENTRE AVENUE
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Railroad,  Maintenance Responsibility: City or Municipal Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.8m (9.2ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 15.0m (49.2ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 15.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 11.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 2.13m (6.99ft),  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: $710,000,  Roadway Improvement Cost: $423,000,  Total Project Cost: $1,133,000 ( Estimate for 2007),  Deck Structure Type: Closed Grating,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 226518,  Location: 0.3 MI N SHELDRAKE LAKE (Lat: 40.956456,  Lng: -73.776478),  Route carried "on" structure: Ramp Other road ,  Year Built: 1936,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 1,592 (year 1997),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,117 (year 2017),  Features Intersected: SHELDRAKE RIVER,  Facility Carried by Structure: PINE-QUAKER RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 6.5m (21.3ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 74.4 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 minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 0.73m (2.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Bridge Improvement Cost: $146,000,  Roadway Improvement Cost: $87,000,  Total Project Cost: $233,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 226547,  Location: W END SHELDRAKE LAKE (Lat: 40.953753,  Lng: -73.776528),  Route carried "on" structure: City street ,  Year Built: 1935,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 3,526 (year 1997),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,936 (year 2017),  Features Intersected: SHELDRAKE RIVER,  Facility Carried by Structure: PINE BROOK BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.7m (18.7ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 6.0m (19.7ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 72.4 metric tons,  Inventory Rating: 31.4 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: 0.85m (2.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Bridge Improvement Cost: $176,000,  Roadway Improvement Cost: $105,000,  Total Project Cost: $281,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 226583,  Location: 2.7 MI NE OF TUCKAHOE. (Lat: 40.973539,  Lng: -73.777719),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 611 (year 1997),  Truck Traffic: 8%,  Average Future Daily Traffic: 855 (year 2017),  Features Intersected: CARPENTER CREEK,  Facility Carried by Structure: HARLAN DRIVE
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),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.8m (5.9ft),  Curb or Sidewalk Widths: Left: 4.5m (14.8ft),  Right: 5.5m (18.0ft)

Condition: Channel: Fair,  Culverts: Poor,  Operating Rating: 73.3 metric tons,  Inventory Rating: 19.5 metric tons,  Structural Evaluation: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.70m (2.30ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 2007,  Bridge Improvement Cost: $261,000,  Roadway Improvement Cost: $156,000,  Total Project Cost: $417,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 334839,  Location: 2.4 MI E OF TUCKAHOE (Lat: 40.956456,  Lng: -73.776478),  Route carried "on" structure: County highway ,  Year Built: 1959,  Status: Open,  Structure Length: 3.10m (10.17ft),  Average Daily Traffic: 6,000 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 8,400 ,  Design Load: HS 20,  Features Intersected: PINE BROOK BLVD, SHELDRA,  Facility Carried by Structure: COUNTY ROAD 139
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: 14.6m (47.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.4m (89.9ft),  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: Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 92.1 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.10m (10.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Bridge Improvement Cost: $1,255,000,  Roadway Improvement Cost: $747,000,  Total Project Cost: $2,002,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 334888,  Location: .9 MILE E OF PELHAM MANOR (Lat: 40.889111,  Lng: -73.782611),  Route carried "on" structure: Other road ,  Year Built: 1930,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 15.24m (50.00ft),  Average Daily Traffic: 1,206 (year 1997),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,604 (year 2017),  Features Intersected: NEW ROCHELLE HBOR,  Facility Carried by Structure: GLEN ISLAND APPR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.0m (19.7ft),  Navigation Control: Yes ( Vertical Clearance: 3.9m (12.8ft), Horizontal Clearance: 17.6m (57.7ft)),  Material/Design: Steel,  Design/Construction: Movable - Bascule,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 16,  Length of Maximum Span: 24.0m (78.7ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 6.0m (19.7ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 54.0 metric tons,  Inventory Rating: 24.3 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 15.24m (50.00ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2007,  Critical Feature Inspection Date: June 2007,  Underwater Inspection Date: August 2004,  Bridge Improvement Cost: $536,000,  Roadway Improvement Cost: $319,000,  Total Project Cost: $855,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 335858,  Location: 1.2 MILES EAST OF PELHAM (Lat: 40.912433,  Lng: -73.783264),  Route carried "on" structure: City street ,  Year Built: 1909,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 3.59m (11.78ft),  Average Daily Traffic: 20,000 (year 1996),  Truck Traffic: 6%,  Average Future Daily Traffic: 26,022 (year 2016),  Design Load: HS 25,  Features Intersected: MNRR NH LINE,  Facility Carried by Structure: NORTH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: Railroad,  Maintenance Responsibility: County Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 22.3m (73.2ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Inventory Rating: 79.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.59m (11.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Bridge Improvement Cost: $237,000,  Roadway Improvement Cost: $141,000,  Total Project Cost: $378,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Galvanized Reinforcing

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Structure Number: 5000029,  Location: 1 MI S NEW ROCHELLE STAT (Lat: 40.900025,  Lng: -73.795969),  Route carried "on" structure: Interstate 95,  Year Built: 1955,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 86,480 (year 1987),  Truck Traffic: 18%,  Average Future Daily Traffic: 136,171 (year 2007),  Design Load: HS 20+Mod,  Features Intersected: RTE 1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 972.850,  Lanes on structure: 8,  Lanes under structure: 4,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 33.2m (108.9ft),  Skew: 25 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 40.5m (132.9ft),  Curb-To-Curb Width: 36.1m (118.4ft),  Out-to-Out Width: 38.3m (125.7ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 85.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.27m (14.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $3,602,000,  Roadway Improvement Cost: $2,091,000,  Total Project Cost: $5,693,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5500129,  Location: 0.3MI N JCT RTS HRP & CCP (Lat: 40.943678,  Lng: -73.801864),  Route carried "on" structure: City street 907W,  Year Built: 1990,  Status: Open,  Structure Length: 3.10m (10.17ft),  Average Daily Traffic: 46,618 (year 1997),  Truck Traffic: 6%,  Average Future Daily Traffic: 67,675 (year 2017),  Design Load: HS 20,  Features Intersected: RESERVOIR FLUME
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 325.935,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 24 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.1m (88.9ft),  Curb-To-Curb Width: 37.9m (124.3ft),  Out-to-Out Width: 38.6m (126.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.10m (10.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $1,099,000,  Roadway Improvement Cost: $654,000,  Total Project Cost: $1,753,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5500139,  Location: 0.3MI.N JCT RTS HRP & CCP (Lat: 40.943947,  Lng: -73.800922),  Route carried "on" structure: City street 907W,  Year Built: 1990,  Status: Open,  Structure Length: 2.92m (9.58ft),  Average Daily Traffic: 100,476 (year 2002),  Truck Traffic: 6%,  Average Future Daily Traffic: 145,861 (year 2022),  Design Load: HS 20,  Features Intersected: WEBSTER AVERAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 482.748,  Lanes on structure: 5,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 26.5m (86.9ft),  Skew: 23 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 26.4m (86.6ft),  Out-to-Out Width: 28.4m (93.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  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: Better than 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: 2.92m (9.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $1,099,000,  Roadway Improvement Cost: $654,000,  Total Project Cost: $1,753,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 550014,  Location: 1.3MI SE OF TUCKAHOE (Lat: 40.944117,  Lng: -73.801678),  Route carried "on" structure: Ramp Other road ,  Year Built: 1990,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 2,545 (year 1997),  Truck Traffic: 6%,  Average Future Daily Traffic: 3,695 (year 2017),  Design Load: HS 20,  Features Intersected: RESERVOIR FLUME,  Facility Carried by Structure: WEBSTER AVE RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.4m (40.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.37m (4.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $1,099,000,  Roadway Improvement Cost: $654,000,  Total Project Cost: $1,753,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 550015,  Location: 1.0 MI N JCT RTS HRP+CCP (Lat: 40.955111,  Lng: -73.798686),  Route carried "on" structure: County highway ,  Year Built: 1927,  Status: Open,  Structure Length: 3.65m (11.98ft),  Average Daily Traffic: 13,642 (year 2005),  Truck Traffic: 6%,  Average Future Daily Traffic: 19,099 (year 2025),  Design Load: H 20,  Features Intersected: RTE 907W, HUTCHINSON RIV,  Facility Carried by Structure: MILL ROAD-CO RD82
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Material/Design: Concrete continuous,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 54.9 metric tons,  Inventory Rating: 23.0 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.65m (11.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Bridge Improvement Cost: $1,255,000,  Roadway Improvement Cost: $747,000,  Total Project Cost: $2,002,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 550016,  Location: 1.3 MI N JCT RTS HRP+CCP (Lat: 40.959514,  Lng: -73.794994),  Route carried "on" structure: City street ,  Year Built: 1928,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 14,604 (year 1997),  Truck Traffic: 6%,  Average Future Daily Traffic: 20,446 (year 2017),  Design Load: H 20,  Features Intersected: RTE 907W,  Facility Carried by Structure: WILMOT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.8m (61.7ft),  Curb or Sidewalk Widths: Left: 1.0m (3.3ft),  Right: 1.0m (3.3ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 15.6m (51.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 57.3 metric tons,  Inventory Rating: 22.7 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.19m (7.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Bridge Improvement Cost: $760,000,  Roadway Improvement Cost: $452,000,  Total Project Cost: $1,212,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5500189,  Location: 2.7 MI NE JCT RTS HRP+CCP (Lat: 40.969122,  Lng: -73.775958),  Route carried "on" structure: City street 907W,  Year Built: 1938,  Status: Open,  Structure Length: 1.85m (6.07ft),  Average Daily Traffic: 100,476 (year 2002),  Truck Traffic: 6%,  Average Future Daily Traffic: 145,861 (year 2022),  Design Load: H 20,  Features Intersected: PINE BROOK BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 325.613,  Lanes on structure: 4,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.0m (55.8ft),  Curb or Sidewalk Widths: Left: 4.3m (14.1ft),  Right: 3.8m (12.5ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 23.8m (78.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 55.8 metric tons,  Inventory Rating: 22.4 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.85m (6.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Bridge Improvement Cost: $978,000,  Roadway Improvement Cost: $582,000,  Total Project Cost: $1,560,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5514529,  Location: 0.2 MI N JCT RTS 195<1 (Lat: 40.902392,  Lng: -73.793919),  Route carried "on" structure: Interstate 95,  Year Built: 1954,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 70,782 (year 1984),  Truck Traffic: 18%,  Average Future Daily Traffic: 111,453 (year 2004),  Design Load: HS 20+Mod,  Features Intersected: KINGS HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 162.943,  Lanes on structure: 8,  Lanes under structure: 2,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 33.5m (109.9ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.6m (70.9ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 33.3m (109.3ft),  Out-to-Out Width: 35.7m (117.1ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.29m (7.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $4,246,000,  Roadway Improvement Cost: $2,838,000,  Total Project Cost: $7,084,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5514539,  Location: NEW ENGLAND VIADUCT (Lat: 40.906781,  Lng: -73.790658),  Route carried "on" structure: Interstate 95,  Year Built: 1954,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 38.44m (126.12ft),  Average Daily Traffic: 106,890 (year 2000),  Truck Traffic: 18%,  Average Future Daily Traffic: 149,646 (year 2020),  Design Load: HS 20+Mod,  Features Intersected: WEBSTER AVENUE, METRO NO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.820,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 27.4m (89.9ft),  Skew: 29 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 18,  Number Of Approach Spans: 1,  Length of Maximum Span: 40.5m (132.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 27.5m (90.2ft),  Out-to-Out Width: 29.4m (96.5ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 38.44m (126.12ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Critical Feature Inspection Date: December 2006,  Bridge Improvement Cost: $4,246,000,  Roadway Improvement Cost: $2,838,000,  Total Project Cost: $7,084,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 551454,  Location: 0.8 MI N JCT RTS I95&1 (Lat: 40.908850,  Lng: -73.786975),  Route carried "on" structure: City street ,  Year Built: 1954,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 4.20m (13.78ft),  Average Daily Traffic: 4,398 (year 1997),  Truck Traffic: 8%,  Average Future Daily Traffic: 6,157 (year 2017),  Design Load: HS 20+Mod,  Features Intersected: RTE I95,  Facility Carried by Structure: CENTRE AVE
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: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 2.8m (9.2ft),  Right: 2.8m (9.2ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 15.8m (51.8ft)

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: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 4.20m (13.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Bridge Improvement Cost: $1,471,000,  Roadway Improvement Cost: $875,000,  Total Project Cost: $2,346,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 551455,  Location: 1.1 MI N JCT I95 & U.S.1 (Lat: 40.913503,  Lng: -73.784003),  Route carried "on" structure: County highway ,  Year Built: 1954,  Status: Open,  Structure Length: 3.50m (11.48ft),  Average Daily Traffic: 19,599 (year 1995),  Truck Traffic: 6%,  Average Future Daily Traffic: 25,500 (year 2015),  Design Load: HS 20+Mod,  Features Intersected: RTE I95,  Facility Carried by Structure: North Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Toll Authority,  Approaching Roadway Width: 37.7m (123.7ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 17.4m (57.1ft),  Curb or Sidewalk Widths: Left: 2.9m (9.5ft),  Right: 2.9m (9.5ft),  Curb-To-Curb Width: 22.8m (74.8ft),  Out-to-Out Width: 29.8m (97.8ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 83.3 metric tons,  Inventory Rating: 29.3 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.50m (11.48ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Critical Feature Inspection Date: May 2007,  Bridge Improvement Cost: $5,784,000,  Roadway Improvement Cost: $3,872,000,  Total Project Cost: $9,656,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5514569,  Location: 1.4 MI N JCT I95 & US 1 (Lat: 40.917247,  Lng: -73.781228),  Route carried "on" structure: Interstate 95,  Year Built: 1954,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 1.64m (5.38ft),  Average Daily Traffic: 119,500 (year 2004),  Truck Traffic: 18%,  Average Future Daily Traffic: 167,300 (year 2024),  Design Load: HS 20+Mod,  Features Intersected: CROSS COUNTY CONN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.272,  Lanes on structure: 8,  Lanes under structure: 3,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 17.9m (58.7ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.1m (52.8ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 36.4m (119.4ft),  Out-to-Out Width: 38.8m (127.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.64m (5.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Bridge Improvement Cost: $1,411,000,  Roadway Improvement Cost: $840,000,  Total Project Cost: $2,251,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 5514579,  Location: 1.4 MI N JCT RTS I95+1 (Lat: 40.916381,  Lng: -73.781908),  Route carried "on" structure: Interstate 95,  Year Built: 1954,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 84,823 (year 1989),  Truck Traffic: 18%,  Average Future Daily Traffic: 118,752 (year 2009),  Design Load: HS 20+Mod,  Features Intersected: CEDAR STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.759,  Lanes on structure: 8,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 37.2m (122.0ft),  Skew: 22 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.4m (53.8ft),  Curb-To-Curb Width: 36.5m (119.8ft),  Out-to-Out Width: 38.9m (127.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 85.3 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: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.77m (5.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Bridge Improvement Cost: $1,516,000,  Roadway Improvement Cost: $902,000,  Total Project Cost: $2,418,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 5514589,  Location: 2.1 MI N JCT I95 & US 1 (Lat: 40.924664,  Lng: -73.772172),  Route carried "on" structure: City street ,  Year Built: 2002,  Status: Open,  Structure Length: 8.96m (29.40ft),  Average Daily Traffic: 477 (year 2005),  Truck Traffic: 6%,  Average Future Daily Traffic: 668 (year 2025),  Features Intersected: 95IX, MNRR NH LINE,  Facility Carried by Structure: POTTER AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Toll Authority,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.6m (93.8ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Structural Evaluation: High priority of corrective action,  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: 8.96m (29.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 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: Monolithic Concrete

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Structure Number: 552168,  Location: 1.0 MI E OF BRONXVILLE. (Lat: 40.933350,  Lng: -73.804903),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 100 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 133 ,  Features Intersected: HUTCHINSON RIVER,  Facility Carried by Structure: EHPA DPW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 74.1 metric tons,  Inventory Rating: 29.3 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 0.82m (2.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Bridge Improvement Cost: $172,000,  Roadway Improvement Cost: $102,000,  Total Project Cost: $274,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 552358,  Location: EXIT 18 HRP TO MILL RDC82 (Lat: 40.956769,  Lng: -73.699569),  Route carried "on" structure: Ramp City street ,  Year Built: 1990,  Status: Open,  Structure Length: 1.24m (4.07ft),  Average Daily Traffic: 3,828 (year 1997),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,981 (year 2017),  Design Load: HS 20,  Features Intersected: HUTCHINSON RIVER,  Facility Carried by Structure: FR.HRP SOUTHBOUND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 6 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.4m (40.7ft),  Curb-To-Curb Width: 6.2m (20.3ft)

Condition: Channel: Satisfactory,  Culverts: Very good,  Operating Rating: 81.5 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Equal to present desirable 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: 1.24m (4.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  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

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Structure Number: 109138,  Location: .1MI N US1&.2 MI S NOR ST (Lat: 40.910928,  Lng: -73.784858),  Route carried "under" structure: Interstate ,  Year Built: 1955,  Structure Length: 11.70m (38.39ft),  Average Daily Traffic: 70,000 (year 1983),  Truck Traffic: 18%,  Features Intersected: 95IX, MNRR NH LINE,  Facility Carried by Structure: MEMORIAL HIGHWAY
Minimum Vertical Clearance: 0.00m,  Kilometerpoint: 26.645,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.5m (96.8ft)

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Structure Number: 109139,  Location: JCT RTE I95+0.1MI N RTE 1 (Lat: 40.910464,  Lng: -73.785483),  Route carried "under" structure: Interstate 95,  Year Built: 1955,  Structure Length: 5.27m (17.29ft),  Average Daily Traffic: 57,600 (year 1976),  Truck Traffic: 18%,  Features Intersected: RTE I95,  Facility Carried by Structure: RTE 981V
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 974.298,  Lanes on structure: 3,  Lanes under structure: 7,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.7m (90.9ft)

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Structure Number: 10914,  Location: JCT RTE I95+0.2MI N RTE 1 (Lat: 40.911447,  Lng: -73.785656),  Route carried "under" structure: Interstate ,  Year Built: 1955,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 100 (year 1980),  Truck Traffic: 18%,  Features Intersected: RAMP TO 95IX,  Facility Carried by Structure: CONNECTOR
Minimum Vertical Clearance: 4.49m (14.73ft),  Kilometerpoint: 97.441,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 12.1m (39.7ft)

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Structure Number: 334839,  Location: 2.4 MI E OF TUCKAHOE (Lat: 40.956456,  Lng: -73.776478),  Route carried "under" structure: City street ,  Year Built: 1959,  Structure Length: 3.10m (10.17ft),  Average Daily Traffic: 5,000 (year 2007),  Truck Traffic: 6%,  Features Intersected: PINE BROOK BLVD, SHELDRA,  Facility Carried by Structure: COUNTY ROAD 139
Minimum Vertical Clearance: 4.59m (15.06ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 5000029,  Location: 1 MI S NEW ROCHELLE STAT (Lat: 40.900025,  Lng: -73.795969),  Route carried "under" structure: US 1,  Year Built: 1955,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 15,303 (year 1999),  Truck Traffic: 6%,  Features Intersected: RTE 1,  Facility Carried by Structure: RTE I95
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 322.122,  Lanes on structure: 8,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.5m (132.9ft)

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Structure Number: 5500139,  Location: 0.3MI.N JCT RTS HRP & CCP (Lat: 40.943947,  Lng: -73.800922),  Route carried "under" structure: Ramp Other road ,  Year Built: 1990,  Structure Length: 2.92m (9.58ft),  Average Daily Traffic: 1,600 (year 1977),  Truck Traffic: 6%,  Features Intersected: WEBSTER AVERAMP,  Facility Carried by Structure: RTE 907W
Minimum Vertical Clearance: 4.69m (15.39ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 550015,  Location: 1.0 MI N JCT RTS HRP+CCP (Lat: 40.955111,  Lng: -73.798686),  Route carried "under" structure: Other road 907W,  Year Built: 1927,  Structure Length: 3.65m (11.98ft),  Average Daily Traffic: 18,000 (year 2007),  Truck Traffic: 6%,  Features Intersected: RTE 907W, HUTCHINSON RIV,  Facility Carried by Structure: MILL ROAD-CO RD82
Minimum Vertical Clearance: 5.99m (19.65ft),  Kilometerpoint: 0.014,  Lanes on structure: 4,  Lanes under structure: 5,  Material/Design: Concrete continuous,  Design/Construction: Arch - Deck,  Length of Maximum Span: 20.1m (65.9ft)

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Structure Number: 550016,  Location: 1.3 MI N JCT RTS HRP+CCP (Lat: 40.959514,  Lng: -73.794994),  Route carried "under" structure: Other road 907W,  Year Built: 1928,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 50,000 (year 2007),  Truck Traffic: 6%,  Features Intersected: RTE 907W,  Facility Carried by Structure: WILMOT ROAD
Minimum Vertical Clearance: 4.36m (14.30ft),  Kilometerpoint: 1.995,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 18.8m (61.7ft)

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Structure Number: 5500189,  Location: 2.7 MI NE JCT RTS HRP+CCP (Lat: 40.969122,  Lng: -73.775958),  Route carried "under" structure: City street ,  Year Built: 1938,  Structure Length: 1.85m (6.07ft),  Average Daily Traffic: 600 (year 2007),  Truck Traffic: 6%,  Features Intersected: PINE BROOK BLVD,  Facility Carried by Structure: RTE 907W
Minimum Vertical Clearance: 4.77m (15.65ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 17.0m (55.8ft)

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Structure Number: 5514529,  Location: 0.2 MI N JCT RTS 195<1 (Lat: 40.902392,  Lng: -73.793919),  Route carried "under" structure: City street ,  Year Built: 1954,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 3,120 (year 2007),  Truck Traffic: 6%,  Features Intersected: KINGS HIGHWAY,  Facility Carried by Structure: RTE I95
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 21.6m (70.9ft)

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Structure Number: 5514539,  Location: NEW ENGLAND VIADUCT (Lat: 40.906781,  Lng: -73.790658),  Route carried "under" structure: City street ,  Year Built: 1954,  Structure Length: 38.44m (126.12ft),  Average Daily Traffic: 100 (year 2000),  Truck Traffic: 6%,  Features Intersected: WEBSTER AVENUE, METRO NO,  Facility Carried by Structure: RTE I95
Minimum Vertical Clearance: 13.72m (45.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.5m (132.9ft)

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Structure Number: 551454,  Location: 0.8 MI N JCT RTS I95&1 (Lat: 40.908850,  Lng: -73.786975),  Route carried "under" structure: Interstate 95,  Year Built: 1954,  Structure Length: 4.20m (13.78ft),  Average Daily Traffic: 119,500 (year 2004),  Truck Traffic: 18%,  Features Intersected: RTE I95,  Facility Carried by Structure: CENTRE AVE
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 974.073,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 551455,  Location: 1.1 MI N JCT I95 & U.S.1 (Lat: 40.913503,  Lng: -73.784003),  Route carried "under" structure: Interstate 95,  Year Built: 1954,  Structure Length: 3.50m (11.48ft),  Average Daily Traffic: 28,800 (year 1974),  Truck Traffic: 18%,  Features Intersected: RTE I95,  Facility Carried by Structure: North Avenue
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 974.668,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 17.4m (57.1ft)

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Structure Number: 5514579,  Location: 1.4 MI N JCT RTS I95+1 (Lat: 40.916381,  Lng: -73.781908),  Route carried "under" structure: City street ,  Year Built: 1954,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 7,500 (year 2007),  Truck Traffic: 6%,  Features Intersected: CEDAR STREET,  Facility Carried by Structure: RTE I95
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 16.4m (53.8ft)

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Structure Number: 5514589,  Location: 2.1 MI N JCT I95 & US 1 (Lat: 40.924664,  Lng: -73.772172),  Route carried "under" structure: Interstate ,  Year Built: 2002,  Structure Length: 8.96m (29.40ft),  Average Daily Traffic: 95,350 (year 2000),  Truck Traffic: 27%,  Features Intersected: 95IX, MNRR NH LINE,  Facility Carried by Structure: POTTER AVE
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 6,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.6m (93.8ft)

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Structure Number: 552356,  Location: EASTCHESTER BRDLE TRL/HRP (Lat: 40.945094,  Lng: -73.801244),  Route carried "under" structure: Ramp City street ,  Year Built: 1990,  Structure Length: 1.06m (3.48ft),  Average Daily Traffic: 10 (year 2007),  Truck Traffic: 6%,  Features Intersected: WEBSTER AVE RAMP,  Facility Carried by Structure: BRIDLE TRAIL BR1
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 0.000,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Truss - Thru,  Length of Maximum Span: 10.3m (33.8ft)

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Structure Number: 552357,  Location: HRP EXIT 18 & PED.OVERPAS (Lat: 40.955094,  Lng: -73.699567),  Route carried "under" structure: Ramp City street ,  Year Built: 1990,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 10 (year 2007),  Truck Traffic: 6%,  Features Intersected: RAMPS C&D,  Facility Carried by Structure: BRIDLE TRAIL BR2
Minimum Vertical Clearance: 4.87m (15.98ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Truss - Thru,  Length of Maximum Span: 31.6m (103.7ft)

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Structure Number: 700003,  Location: JCT RR&RTE 1 NEW ROCHELLE (Lat: 40.900836,  Lng: -73.794233),  Route carried "under" structure: US 1,  Year Built: 1935,  Structure Length: 3.10m (10.17ft),  Average Daily Traffic: 25,512 (year 2006),  Truck Traffic: 6%,  Features Intersected: RTE 1,  Facility Carried by Structure: AMTRAK
Minimum Vertical Clearance: 4.41m (14.47ft),  Kilometerpoint: 0.483,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 16.7m (54.8ft)

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Structure Number: 7700561,  Location: 1.3 MI NE OF PELHAM MANOR (Lat: 40.906542,  Lng: -73.790175),  Route carried "under" structure: City street ,  Year Built: 1907,  Structure Length: 1.73m (5.68ft),  Average Daily Traffic: 10,000 (year 2007),  Truck Traffic: 6%,  Features Intersected: WEBSTER AVENUE,  Facility Carried by Structure: AMTRAK
Minimum Vertical Clearance: 4.26m (13.98ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 16.7m (54.8ft)

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Structure Number: 7700562,  Location: 1.3 MI NE OF PELHAM MANOR (Lat: 40.906533,  Lng: -73.790164),  Route carried "under" structure: City street ,  Year Built: 1907,  Structure Length: 2.40m (7.87ft),  Average Daily Traffic: 10,000 (year 2007),  Truck Traffic: 6%,  Features Intersected: WEBSTER AVENUE,  Facility Carried by Structure: AMTRAK
Minimum Vertical Clearance: 3.45m (11.32ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 23.1m (75.8ft)

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Structure Number: 7700581,  Location: 1.0 MI NE OF PELHAM MANOR (Lat: 40.902186,  Lng: -73.793258),  Route carried "under" structure: City street ,  Year Built: 1920,  Structure Length: 1.73m (5.68ft),  Average Daily Traffic: 10,000 (year 2007),  Truck Traffic: 6%,  Features Intersected: KINGS HIGHWAY,  Facility Carried by Structure: AMTRAK
Minimum Vertical Clearance: 0.34m (1.12ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 16.7m (54.8ft)

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Structure Number: 7700582,  Location: 1.0 MI NE OF PELHAM MANOR (Lat: 40.902222,  Lng: -73.793258),  Route carried "under" structure: City street ,  Year Built: 1920,  Structure Length: 1.85m (6.07ft),  Average Daily Traffic: 10,000 (year 2007),  Truck Traffic: 6%,  Features Intersected: KINGS HIGHWAY,  Facility Carried by Structure: AMTRAK
Minimum Vertical Clearance: 0.34m (1.12ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 17.9m (58.7ft)

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Structure Number: 771281,  Location: 0.8 MI E OF PELHAM (Lat: 40.907144,  Lng: -73.790994),  Route carried "under" structure: City street ,  Year Built: 1904,  Structure Length: 1.73m (5.68ft),  Average Daily Traffic: 5,000 (year 2007),  Truck Traffic: 6%,  Features Intersected: WEBSTER AVENUE,  Facility Carried by Structure: MNRR NH LINE
Minimum Vertical Clearance: 3.45m (11.32ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 16.7m (54.8ft)