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

Find on map >>

Structure Number: 10453,  Location: JCT RTE 301+TSP (Lat: 41.468142,  Lng: -73.820883),  Route carried "on" structure: State highway 301,  Year Built: 1935,  Status: Open,  Structure Length: 2.25m (7.38ft),  Average Daily Traffic: 1,490 (year 2009),  Truck Traffic: 9%,  Average Future Daily Traffic: 1,932 (year 2029),  Design Load: H 20,  Features Intersected: RTE 987G
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.010,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 10.6m (34.8ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 59.0 metric tons,  Inventory Rating: 23.1 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 2.25m (7.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2009,  Bridge Improvement Cost: $784,000,  Roadway Improvement Cost: $469,000,  Total Project Cost: $1,253,000 ( Estimate for 2009),  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 222393,  Location: 1.0MI SW OF TOMPKNSONR (Lat: 41.388714,  Lng: -73.812728),  Route carried "on" structure: City street ,  Year Built: 1988,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 1,350 (year 1997),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,890 (year 2017),  Design Load: HS 20,  Features Intersected: PEEKSKLL HOLLW CK,  Facility Carried by Structure: BRYANT POND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 5.4m (17.7ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 7.0m (23.0ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 78.2 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Better than 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: 0.82m (2.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2009,  Bridge Improvement Cost: $165,000,  Roadway Improvement Cost: $98,000,  Total Project Cost: $263,000 ( Estimate for 2009),  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 222394,  Location: 1.5 MI SW OF OSCAWANA LK (Lat: 41.384064,  Lng: -73.873686),  Route carried "on" structure: City street ,  Year Built: 1999,  Status: Open,  Structure Length: 1.33m (4.36ft),  Average Daily Traffic: 1,345 (year 1994),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,883 (year 2014),  Design Load: HS 25,  Features Intersected: CANOPUS CREEK,  Facility Carried by Structure: CANOPUS HOLLOW RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Fair,  Operating Rating: 69.9 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: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.33m (4.36ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2009,  Bridge Improvement Cost: $165,000,  Roadway Improvement Cost: $98,000,  Total Project Cost: $263,000 ( Estimate for 2009),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>

Structure Number: 222398,  Location: 6.1 MI NE OF PEEKSKILL (Lat: 41.368078,  Lng: -73.879164),  Route carried "on" structure: City street ,  Year Built: 1955,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 200 (year 2009),  Truck Traffic: 6%,  Average Future Daily Traffic: 280 ,  Features Intersected: CANOPUS CREEK,  Facility Carried by Structure: CIMARRON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 5.4m (17.7ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 5.4m (17.7ft),  Out-to-Out Width: 5.7m (18.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Poor,  Channel: Good,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.76m (2.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2009,  Bridge Improvement Cost: $126,000,  Roadway Improvement Cost: $75,000,  Total Project Cost: $201,000 ( Estimate for 2009),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 222399,  Location: 1.5 MI SW OF OSCAWANA L (Lat: 41.378911,  Lng: -73.872675),  Route carried "on" structure: City street ,  Year Built: 1930,  Status: Open,  Structure Length: 0.97m (3.18ft),  Average Daily Traffic: 171 (year 1997),  Truck Traffic: 5%,  Average Future Daily Traffic: 239 (year 2017),  Features Intersected: CANOPUS CREEK,  Facility Carried by Structure: HORTON HOLLOW RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 3.6m (11.8ft),  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: 4.6m (15.1ft),  Out-to-Out Width: 5.2m (17.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 44.5 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.97m (3.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2008,  Bridge Improvement Cost: $126,000,  Roadway Improvement Cost: $75,000,  Total Project Cost: $201,000 ( Estimate for 2009),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 3224,  Location: 3.8 MI NE OF PEEKSKILL (Lat: 41.337017,  Lng: -73.879853),  Route carried "on" structure: City street ,  Year Built: 1969,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 2,679 (year 1993),  Truck Traffic: 6%,  Average Future Daily Traffic: 3,751 (year 2013),  Design Load: HS 20,  Features Intersected: LAKE PEEKS OUTLET,  Facility Carried by Structure: LAKE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.4m (99.7ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.23m (10.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2008,  Bridge Improvement Cost: $785,000,  Roadway Improvement Cost: $468,000,  Total Project Cost: $1,253,000 ( Estimate for 2009),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 334564,  Location: 3.5 MI N OF SHRUB OAK (Lat: 41.376892,  Lng: -73.828153),  Route carried "on" structure: County highway ,  Year Built: 1940,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 2,394 (year 2009),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,352 (year 2029),  Features Intersected: PEEKSKLL HOLLW CK,  Facility Carried by Structure: PEEKSKILL HOLLOW
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),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.9m (48.9ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 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: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.58m (5.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2008,  Bridge Improvement Cost: $299,000,  Roadway Improvement Cost: $179,000,  Total Project Cost: $478,000 ( Estimate for 2009),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>

Structure Number: 334565,  Location: 2.4 MI NW OF SHRUB OAK (Lat: 41.336481,  Lng: -73.864636),  Route carried "on" structure: County highway ,  Year Built: 1959,  Status: Open,  Structure Length: 2.46m (8.07ft),  Average Daily Traffic: 4,565 (year 2009),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,391 (year 2029),  Design Load: H 20,  Features Intersected: PEEKSKILL HOLL CK,  Facility Carried by Structure: PEEKSKILL HOLL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.1m (75.8ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 10.3m (33.8ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 35.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.46m (8.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2009,  Bridge Improvement Cost: $893,000,  Roadway Improvement Cost: $534,000,  Total Project Cost: $1,427,000 ( Estimate for 2009),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 334567,  Location: 2.1 MI NW OF SHRUB OAK (Lat: 41.353458,  Lng: -73.841939),  Route carried "on" structure: County highway ,  Year Built: 1959,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 3,760 (year 2009),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,264 (year 2029),  Design Load: H 20,  Features Intersected: PEEKSKILL HOL CK,  Facility Carried by Structure: CHURCH ROAD CR 22
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: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.5m (60.7ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 57.2 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: High priority of corrective action,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.01m (6.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2008,  Bridge Improvement Cost: $588,000,  Roadway Improvement Cost: $352,000,  Total Project Cost: $940,000 ( Estimate for 2009),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 334568,  Location: 2.9 MI W OF SHRUB OAK (Lat: 41.333286,  Lng: -73.874967),  Route carried "on" structure: County highway ,  Year Built: 1964,  Status: Open,  Structure Length: 1.85m (6.07ft),  Average Daily Traffic: 9,663 (year 1993),  Truck Traffic: 5%,  Average Future Daily Traffic: 13,528 (year 2013),  Design Load: H 20,  Features Intersected: PEEKSKLL HOLLW CK,  Facility Carried by Structure: OSCAWANNA LAKE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.9m (58.7ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Fair,  Channel: Poor,  Operating Rating: 43.5 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: High priority of replacement,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.85m (6.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2008,  Bridge Improvement Cost: $590,000,  Roadway Improvement Cost: $353,000,  Total Project Cost: $943,000 ( Estimate for 2009),  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 336813,  Location: 3 MI N JCT US 6 & TSP (Lat: 41.375092,  Lng: -73.801256),  Route carried "on" structure: County highway ,  Year Built: 1993,  Status: Open,  Structure Length: 5.42m (17.78ft),  Average Daily Traffic: 13,548 (year 2009),  Truck Traffic: 5%,  Average Future Daily Traffic: 18,967 (year 2029),  Design Load: HS 20,  Features Intersected: RTE 987G, FR.PONDRDTOTSP,  Facility Carried by Structure: BRYANT POND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 11.5m (37.7ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 53.3m (174.9ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 74.4 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: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.42m (17.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2008,  Bridge Improvement Cost: $62,000,  Roadway Improvement Cost: $36,000,  Total Project Cost: $98,000 ( Estimate for 2009),  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: 5502319,  Location: 1.1 MI NE OF TOMPKINS CRN (Lat: 41.408133,  Lng: -73.786961),  Route carried "on" structure: Other road 987G,  Year Built: 1932,  Status: Open,  Structure Length: 0.97m (3.18ft),  Average Daily Traffic: 31,903 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 41,215 (year 2029),  Features Intersected: PEEKSKLL HOLLW CK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.523,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 22 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 14.7m (48.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 74.7 metric tons,  Inventory Rating: 32.6 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: Equal to present desirable criteria,  Length Of Structure Improvement: 0.97m (3.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2008,  Bridge Improvement Cost: $410,000,  Roadway Improvement Cost: $245,000,  Total Project Cost: $655,000 ( Estimate for 2009),  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 5502329,  Location: 5.9 MI NE OF SHRUB OAK (Lat: 41.409378,  Lng: -73.786997),  Route carried "on" structure: Other road 987G,  Year Built: 1934,  Status: Open,  Structure Length: 2.34m (7.68ft),  Average Daily Traffic: 31,903 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 41,215 (year 2029),  Design Load: HS 20,  Features Intersected: CR 21-PKLL HOL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.516,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.4m (40.7ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 14.7m (48.2ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Operating Rating: 86.2 metric tons,  Inventory Rating: 29.3 metric tons,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.34m (7.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2008,  Bridge Improvement Cost: $986,000,  Roadway Improvement Cost: $590,000,  Total Project Cost: $1,576,000 ( Estimate for 2009),  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 10453,  Location: JCT RTE 301+TSP (Lat: 41.468142,  Lng: -73.820883),  Route carried "under" structure: Other road 987G,  Year Built: 1935,  Structure Length: 2.25m (7.38ft),  Average Daily Traffic: 29,020 (year 2007),  Truck Traffic: 8%,  Features Intersected: RTE 987G,  Facility Carried by Structure: RTE 301
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 17.248,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Length of Maximum Span: 20.4m (66.9ft)

Find on map >>

Structure Number: 336813,  Location: 3 MI N JCT US 6 & TSP (Lat: 41.375092,  Lng: -73.801256),  Route carried "under" structure: Other road 987G,  Year Built: 1993,  Structure Length: 5.42m (17.78ft),  Average Daily Traffic: 31,903 (year 2009),  Truck Traffic: 5%,  Features Intersected: RTE 987G, FR.PONDRDTOTSP,  Facility Carried by Structure: BRYANT POND ROAD
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 4.296,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 53.3m (174.9ft)

Find on map >>

Structure Number: 336813,  Location: 3 MI N JCT US 6 & TSP (Lat: 41.375092,  Lng: -73.801256),  Route carried "under" structure: Other road ,  Year Built: 1993,  Structure Length: 5.42m (17.78ft),  Average Daily Traffic: 1,400 (year 2009),  Truck Traffic: 8%,  Features Intersected: RTE 987G, FR.PONDRDTOTSP,  Facility Carried by Structure: BRYANT POND ROAD
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 53.3m (174.9ft)

Find on map >>

Structure Number: 5502329,  Location: 5.9 MI NE OF SHRUB OAK (Lat: 41.409378,  Lng: -73.786997),  Route carried "under" structure: County highway ,  Year Built: 1934,  Structure Length: 2.34m (7.68ft),  Average Daily Traffic: 1,000 (year 2009),  Truck Traffic: 5%,  Features Intersected: CR 21-PKLL HOL RD,  Facility Carried by Structure: RTE 987G
Minimum Vertical Clearance: 5.07m (16.63ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 21.3m (69.9ft)