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

Find on map >>

Structure Number: 100754,  Location: 1.2 MI N JCT RTS 9W & 144 (Lat: 42.441878,  Lng: -73.813747),  Route carried "on" structure: US 9W,  Year Built: 1995,  Status: Open,  Structure Length: 2.95m (9.68ft),  Average Daily Traffic: 8,327 (year 2006),  Truck Traffic: 13%,  Average Future Daily Traffic: 10,878 (year 2026),  Design Load: HS 25,  Features Intersected: HANNACROIS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.671,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.3m (92.8ft),  Curb-To-Curb Width: 14.1m (46.3ft),  Out-to-Out Width: 14.7m (48.2ft)

Condition: Deck: Excellent,  Superstructure: Very good,  Substructure: Excellent,  Channel: Good,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.95m (9.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Bridge Improvement Cost: $319,000,  Roadway Improvement Cost: $190,000,  Total Project Cost: $509,000 ( 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: 103806,  Location: 1.0 MI NE JCT RT 9W & 144 (Lat: 42.433558,  Lng: -73.803161),  Route carried "on" structure: State highway 144,  Year Built: 1952,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 11.24m (36.88ft),  Average Daily Traffic: 831 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,200 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: RTE I87
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.888,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Toll Authority,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.24m (36.88ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Critical Feature Inspection Date: May 2006,  Bridge Improvement Cost: $2,406,000,  Roadway Improvement Cost: $1,396,000,  Total Project Cost: $3,802,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>

Structure Number: 105355,  Location: 1.5 MI N JCT 9W & 81 (Lat: 42.383500,  Lng: -73.832922),  Route carried "on" structure: US 9W,  Year Built: 1954,  Status: Open,  Structure Length: 9.41m (30.87ft),  Average Daily Traffic: 11,956 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 15,399 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: RTE I87
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.203,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Toll Authority,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 14 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.5m (86.9ft),  Curb-To-Curb Width: 16.9m (55.4ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 62.6 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 minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.41m (30.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Bridge Improvement Cost: $3,615,000,  Roadway Improvement Cost: $2,097,000,  Total Project Cost: $5,712,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

Find on map >>

Structure Number: 320133,  Location: 1.5 MI W NEW BALTIMORE (Lat: 42.447644,  Lng: -73.814147),  Route carried "on" structure: City street ,  Year Built: 1981,  Status: Open,  Structure Length: 4.78m (15.68ft),  Average Daily Traffic: 1,221 (year 2003),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,602 (year 2023),  Design Load: HS 20,  Features Intersected: CSX TRANSPRTATION,  Facility Carried by Structure: NEW BALTIMORE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Railroad,  Maintenance Responsibility: County Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Excellent,  Superstructure: Very good,  Substructure: Very good,  Inventory Rating: 78.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.78m (15.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $303,000,  Roadway Improvement Cost: $180,000,  Total Project Cost: $483,000 ( 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: 320134,  Location: 1 MI W NEW BALTIMORE (Lat: 42.444925,  Lng: -73.807303),  Route carried "on" structure: City street ,  Year Built: 1972,  Status: Open,  Structure Length: 2.34m (7.68ft),  Average Daily Traffic: 1,221 (year 2003),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,602 (year 2023),  Design Load: HS 20,  Features Intersected: HANNACROIS CREEK,  Facility Carried by Structure: NEW BALTIMORE RD
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),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.1m (75.8ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.34m (7.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $303,000,  Roadway Improvement Cost: $180,000,  Total Project Cost: $483,000 ( 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: 320135,  Location: 2 MI NW NEW BALTIMORE (Lat: 42.450736,  Lng: -73.830933),  Route carried "on" structure: City street ,  Year Built: 1961,  Status: Posted for load,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 661 (year 2003),  Truck Traffic: 5%,  Average Future Daily Traffic: 867 (year 2023),  Features Intersected: HANNACROIS CREEK,  Facility Carried by Structure: DEANS MILL ROAD
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),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 6.0m (19.7ft),  Out-to-Out Width: 6.5m (21.3ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 18.0 metric tons,  Inventory Rating: 18.0 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 2.13m (6.99ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $303,000,  Roadway Improvement Cost: $180,000,  Total Project Cost: $483,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 330291,  Location: 1 MI N VILLAGE COXSACKIE (Lat: 42.380594,  Lng: -73.809586),  Route carried "on" structure: County highway ,  Year Built: 1968,  Status: Posted for load,  Structure Length: 1.82m (5.97ft),  Average Daily Traffic: 100 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 114 ,  Features Intersected: COXSACKIE CREEK,  Facility Carried by Structure: COUNTY ROAD 61
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.3m (56.8ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 18.0 metric tons,  Inventory Rating: 18.0 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 1.82m (5.97ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $292,000,  Roadway Improvement Cost: $173,000,  Total Project Cost: $465,000 ( Estimate for 2007),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>

Structure Number: 5513289,  Location: 3 MI N VILLAGE COXSACKIE (Lat: 42.406083,  Lng: -73.818517),  Route carried "on" structure: Interstate 87,  Year Built: 1955,  Year Reconstructed: 1975,  Status: Open,  Structure Length: 8.96m (29.40ft),  Average Daily Traffic: 40,375 (year 2007),  Truck Traffic: 27%,  Average Future Daily Traffic: 63,554 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: CSX TRANSPORTATIO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.437,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 32.3m (106.0ft),  Skew: 25 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 33.6m (110.2ft),  Out-to-Out Width: 34.7m (113.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 85.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 54.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  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: 8.96m (29.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $6,691,000,  Roadway Improvement Cost: $3,882,000,  Total Project Cost: $10,573,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>

Structure Number: 551329,  Location: 1.5 MI SW OF NEW BALTIMOR (Lat: 42.430036,  Lng: -73.803822),  Route carried "on" structure: Ramp Interstate ,  Year Built: 1964,  Status: Open,  Structure Length: 6.21m (20.37ft),  Average Daily Traffic: 3,000 (year 2007),  Truck Traffic: 27%,  Average Future Daily Traffic: 4,722 ,  Design Load: HS 20+Mod,  Features Intersected: RTE I87,  Facility Carried by Structure: NEW BALT SRVCE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.1m (102.0ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.21m (20.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Bridge Improvement Cost: $1,685,000,  Roadway Improvement Cost: $1,002,000,  Total Project Cost: $2,687,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

Find on map >>

Structure Number: 5513309,  Location: 1 MI NE JCT SH144 & US 9W (Lat: 42.440828,  Lng: -73.805831),  Route carried "on" structure: Interstate 87,  Year Built: 1955,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 40,375 (year 2007),  Truck Traffic: 27%,  Average Future Daily Traffic: 63,554 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: HANNACROIS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.319,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 39.0m (128.0ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.8m (61.7ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 29.9m (98.1ft),  Out-to-Out Width: 37.5m (123.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.98m (6.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $1,599,000,  Roadway Improvement Cost: $951,000,  Total Project Cost: $2,550,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 5513319,  Location: 1 MI W NEW BALTIMORE (Lat: 42.445478,  Lng: -73.809167),  Route carried "on" structure: Interstate 87,  Year Built: 1952,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 40,375 (year 2007),  Truck Traffic: 27%,  Average Future Daily Traffic: 63,554 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: NEW BALTIMORE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.324,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 24 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 38.7m (127.0ft),  Out-to-Out Width: 65.5m (214.9ft)

Condition: Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 79.3 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.01m (3.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Bridge Improvement Cost: $1,419,000,  Roadway Improvement Cost: $844,000,  Total Project Cost: $2,263,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 103806,  Location: 1.0 MI NE JCT RT 9W & 144 (Lat: 42.433558,  Lng: -73.803161),  Route carried "under" structure: Interstate 87,  Year Built: 1952,  Structure Length: 11.24m (36.88ft),  Average Daily Traffic: 40,375 (year 2007),  Truck Traffic: 27%,  Features Intersected: RTE I87,  Facility Carried by Structure: RTE 144
Minimum Vertical Clearance: 4.54m (14.90ft),  Kilometerpoint: 35.012,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

Find on map >>

Structure Number: 105355,  Location: 1.5 MI N JCT 9W & 81 (Lat: 42.383500,  Lng: -73.832922),  Route carried "under" structure: Interstate 87,  Year Built: 1954,  Structure Length: 9.41m (30.87ft),  Average Daily Traffic: 36,701 (year 2007),  Truck Traffic: 8%,  Features Intersected: RTE I87,  Facility Carried by Structure: RTE 9W
Minimum Vertical Clearance: 4.74m (15.55ft),  Kilometerpoint: 28.785,  Lanes on structure: 4,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.5m (86.9ft)

Find on map >>

Structure Number: 551329,  Location: 1.5 MI SW OF NEW BALTIMOR (Lat: 42.430036,  Lng: -73.803822),  Route carried "under" structure: Interstate 87,  Year Built: 1964,  Structure Length: 6.21m (20.37ft),  Average Daily Traffic: 39,468 (year 2006),  Truck Traffic: 27%,  Features Intersected: RTE I87,  Facility Carried by Structure: NEW BALT SRVCE RD
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 34.626,  Lanes on structure: 2,  Lanes under structure: 6,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.1m (102.0ft)