Bridge Statistics for Stanford, New York (NY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 14Number of bridges
- 75ft / 23.3mTotal length
- $17,339,000Total costs
- 17,840Total average daily traffic
- 941Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Stanford
- No street view available for this location
- New bridges - historical statistics
- 11900-1909
- 21920-1929
- 31930-1939
- 11950-1959
- 21960-1969
- 11970-1979
- 21980-1989
- 12000-2009
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 11940-1949
- 01950-1959
- 01960-1969
- 01970-1979
- 11980-1989
- 11990-1999
- Bridge Condition - Deck
- 9.1%Excellent
- 9.1%Good
- 54.5%Satisfactory
- 27.3%Fair
- Bridge Condition - Superstructure
- 9.1%Excellent
- 9.1%Very good
- 18.2%Good
- 27.3%Satisfactory
- 18.2%Fair
- 18.2%Poor
- Bridge Condition - Substructure
- 9.1%Excellent
- 9.1%Very good
- 27.3%Satisfactory
- 45.5%Fair
- 9.1%Poor
- Bridge Condition - Channel
- 50.0%Satisfactory
- 41.7%Fair
- 8.3%Poor
- Bridge Condition - Culverts
- 50.0%Fair
- 50.0%Poor
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Structure Number: 103235, Location: 7.7 MI N JCT RTS 82+44 (Lat: 41.875111, Lng: -73.697264), Route carried "on" structure: State highway 82, Year Built: 1929, Year Reconstructed: 1991, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 2,174 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 2,267 (year 2040), Design Load: HS 20, Features Intersected: HUNNS LAKE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 49.557, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.7m (31.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 48.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 37.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.03m (3.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $472,000, Roadway Improvement Cost: $277,000, Total Project Cost: $749,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 103235, Location: 7.7 MI N JCT RTS 82+44 (Lat: 41.875111, Lng: -73.697264), Route carried "on" structure: State highway 82, Year Built: 1929, Year Reconstructed: 1991, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 2,174 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 2,267 (year 2040), Design Load: HS 20, Features Intersected: HUNNS LAKE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 49.557, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.7m (31.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 48.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 37.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.03m (3.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $472,000, Roadway Improvement Cost: $277,000, Total Project Cost: $749,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 107274, Location: 3.1 MI S JCT SH 199 & TSP (Lat: 41.912469, Lng: -73.767906), Route carried "on" structure: County highway , Year Built: 1983, Status: Open, Structure Length: 4.91m (16.11ft), Average Daily Traffic: 2,450 (year 2012), Truck Traffic: 6%, Average Future Daily Traffic: 2,555 (year 2040), Design Load: HS 20, Features Intersected: 987G 987G82031306, RTE 9, Facility Carried by Structure: BULLS HEAD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.992, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 48.1m (157.8ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Inventory Rating: 70.8 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.90m (16.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $3,125,000, Roadway Improvement Cost: $1,830,000, Total Project Cost: $4,955,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 107274, Location: 3.1 MI S JCT SH 199 & TSP (Lat: 41.912469, Lng: -73.767906), Route carried "on" structure: County highway , Year Built: 1983, Status: Open, Structure Length: 4.91m (16.11ft), Average Daily Traffic: 2,450 (year 2012), Truck Traffic: 6%, Average Future Daily Traffic: 2,555 (year 2040), Design Load: HS 20, Features Intersected: 987G 987G82031306, RTE 9, Facility Carried by Structure: BULLS HEAD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.992, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 48.1m (157.8ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Inventory Rating: 70.8 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.90m (16.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $3,125,000, Roadway Improvement Cost: $1,830,000, Total Project Cost: $4,955,000 ( Estimate for 2021), 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: 226283, Location: 2.1 MI NE OF MCINTYRE (Lat: 41.891764, Lng: -73.656714), Route carried "on" structure: Other road , Year Built: 1970, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 321 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 449 (year 2039), Features Intersected: HUNNS LAKE CREEK, Facility Carried by Structure: LAYTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.204, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 10.6m (34.8ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 73.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 19.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.64m (2.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $209,000, Roadway Improvement Cost: $122,000, Total Project Cost: $331,000 ( Estimate for 2021)
Structure Number: 226283, Location: 2.1 MI NE OF MCINTYRE (Lat: 41.891764, Lng: -73.656714), Route carried "on" structure: Other road , Year Built: 1970, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 321 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 449 (year 2039), Features Intersected: HUNNS LAKE CREEK, Facility Carried by Structure: LAYTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.204, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 10.6m (34.8ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 73.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 19.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.64m (2.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $209,000, Roadway Improvement Cost: $122,000, Total Project Cost: $331,000 ( Estimate for 2021)
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Structure Number: 334381, Location: 0.6 MI NW OF MCINTYRE (Lat: 41.895867, Lng: -73.706392), Route carried "on" structure: Other road , Year Built: 1969, Year Reconstructed: 1995, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 172 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 241 (year 2040), Design Load: HS 20, Features Intersected: COLD SPRING CREEK, Facility Carried by Structure: HOMAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.9m (35.8ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.15m (3.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $631,000, Roadway Improvement Cost: $370,000, Total Project Cost: $1,001,000 ( Estimate for 2021), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 334381, Location: 0.6 MI NW OF MCINTYRE (Lat: 41.895867, Lng: -73.706392), Route carried "on" structure: Other road , Year Built: 1969, Year Reconstructed: 1995, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 172 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 241 (year 2040), Design Load: HS 20, Features Intersected: COLD SPRING CREEK, Facility Carried by Structure: HOMAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.9m (35.8ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.15m (3.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $631,000, Roadway Improvement Cost: $370,000, Total Project Cost: $1,001,000 ( Estimate for 2021), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 334382, Location: 1.0 MI SE OF MCINTYRE (Lat: 41.882678, Lng: -73.681739), Route carried "on" structure: County highway , Year Built: 1900, Status: Posted for load, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 595 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 833 (year 2040), Features Intersected: HUNNS LAKE CREEK, Facility Carried by Structure: COUNTY ROAD 65
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.011, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Poor, Operating Rating: 24.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 18.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.09m (3.58ft), Designated Inspection Frequency: Every 12 months, Inspection Date: April 2021, Bridge Improvement Cost: $802,000, Roadway Improvement Cost: $469,000, Total Project Cost: $1,271,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 334382, Location: 1.0 MI SE OF MCINTYRE (Lat: 41.882678, Lng: -73.681739), Route carried "on" structure: County highway , Year Built: 1900, Status: Posted for load, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 595 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 833 (year 2040), Features Intersected: HUNNS LAKE CREEK, Facility Carried by Structure: COUNTY ROAD 65
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.011, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Poor, Operating Rating: 24.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 18.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.09m (3.58ft), Designated Inspection Frequency: Every 12 months, Inspection Date: April 2021, Bridge Improvement Cost: $802,000, Roadway Improvement Cost: $469,000, Total Project Cost: $1,271,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 334383, Location: 0.5 MI NE OF STANFORDVILE (Lat: 41.873150, Lng: -73.709500), Route carried "on" structure: Other road , Year Built: 1960, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 282 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 395 (year 2040), Features Intersected: WAPPINGER CREEK, Facility Carried by Structure: CREAMERY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.499, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.6m (34.8ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 36.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.22m (7.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $530,000, Roadway Improvement Cost: $310,000, Total Project Cost: $841,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 334383, Location: 0.5 MI NE OF STANFORDVILE (Lat: 41.873150, Lng: -73.709500), Route carried "on" structure: Other road , Year Built: 1960, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 282 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 395 (year 2040), Features Intersected: WAPPINGER CREEK, Facility Carried by Structure: CREAMERY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.499, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.6m (34.8ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 36.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.22m (7.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $530,000, Roadway Improvement Cost: $310,000, Total Project Cost: $841,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 334384, Location: AT STANFORDVILLE (Lat: 41.869022, Lng: -73.714467), Route carried "on" structure: Other road , Year Built: 1929, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 84 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 118 (year 2039), Features Intersected: WAPPINGER CREEK, Facility Carried by Structure: DEPOT LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.306, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Poor, Channel: Fair, Operating Rating: 36.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 28.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.46m (4.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $778,000, Roadway Improvement Cost: $455,000, Total Project Cost: $1,233,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 334384, Location: AT STANFORDVILLE (Lat: 41.869022, Lng: -73.714467), Route carried "on" structure: Other road , Year Built: 1929, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 84 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 118 (year 2039), Features Intersected: WAPPINGER CREEK, Facility Carried by Structure: DEPOT LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.306, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Poor, Channel: Fair, Operating Rating: 36.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 28.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.46m (4.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $778,000, Roadway Improvement Cost: $455,000, Total Project Cost: $1,233,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 334385, Location: 0.2 MI W OF STANFORDVILE (Lat: 41.867344, Lng: -73.716675), Route carried "on" structure: County highway , Year Built: 2019, Status: Open, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 1,106 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 1,548 (year 2040), Features Intersected: WAPPINGER CREEK, Facility Carried by Structure: COUNTY ROAD 19
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.876, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.5m (77.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Fair, Operating Rating: 87.1 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: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.40m (7.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $1,198,000, Roadway Improvement Cost: $702,000, Total Project Cost: $1,900,000 ( Estimate for 2021), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 334385, Location: 0.2 MI W OF STANFORDVILE (Lat: 41.867344, Lng: -73.716675), Route carried "on" structure: County highway , Year Built: 2019, Status: Open, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 1,106 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 1,548 (year 2040), Features Intersected: WAPPINGER CREEK, Facility Carried by Structure: COUNTY ROAD 19
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.876, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.5m (77.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Fair, Operating Rating: 87.1 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: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.40m (7.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $1,198,000, Roadway Improvement Cost: $702,000, Total Project Cost: $1,900,000 ( Estimate for 2021), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 334386, Location: 0.5 MI SW OF STANFORDVILE (Lat: 41.861653, Lng: -73.719447), Route carried "on" structure: Other road , Year Built: 1931, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 326 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 456 (year 2039), Features Intersected: WAPPINGER CREEK, Facility Carried by Structure: GRIST MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.193, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 61.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 47.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.22m (7.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $1,064,000, Roadway Improvement Cost: $623,000, Total Project Cost: $1,687,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 334386, Location: 0.5 MI SW OF STANFORDVILE (Lat: 41.861653, Lng: -73.719447), Route carried "on" structure: Other road , Year Built: 1931, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 326 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 456 (year 2039), Features Intersected: WAPPINGER CREEK, Facility Carried by Structure: GRIST MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.193, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 61.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 47.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.22m (7.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $1,064,000, Roadway Improvement Cost: $623,000, Total Project Cost: $1,687,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 334387, Location: 1.9 MI SW OF STANFORDVLLE (Lat: 41.852853, Lng: -73.732014), Route carried "on" structure: County highway , Year Built: 1939, Status: Posted for load-capacity, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 990 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 1,032 (year 2040), Design Load: H 20, Features Intersected: WILLOW BROOK, Facility Carried by Structure: SALT PT TURNPIKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.919, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.97m (3.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $494,000, Roadway Improvement Cost: $289,000, Total Project Cost: $783,000 ( Estimate for 2021), Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 334387, Location: 1.9 MI SW OF STANFORDVLLE (Lat: 41.852853, Lng: -73.732014), Route carried "on" structure: County highway , Year Built: 1939, Status: Posted for load-capacity, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 990 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 1,032 (year 2040), Design Load: H 20, Features Intersected: WILLOW BROOK, Facility Carried by Structure: SALT PT TURNPIKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.919, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.97m (3.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $494,000, Roadway Improvement Cost: $289,000, Total Project Cost: $783,000 ( Estimate for 2021), Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 334388, Location: 1.9 MI SW OF STANFORDVLLE (Lat: 41.852772, Lng: -73.730581), Route carried "on" structure: County highway , Year Built: 1937, Year Reconstructed: 1940, Status: Posted for load-capacity, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 990 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 1,032 (year 2040), Features Intersected: WAPPINGER CREEK, Facility Carried by Structure: SALT PT TURNPIKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.031, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 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: Better than present minimum criteria, Length Of Structure Improvement: 2.43m (7.97ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2021, Critical Feature Inspection Date: October 2021, Bridge Improvement Cost: $1,093,000, Roadway Improvement Cost: $640,000, Total Project Cost: $1,733,000 ( Estimate for 2021), Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 334388, Location: 1.9 MI SW OF STANFORDVLLE (Lat: 41.852772, Lng: -73.730581), Route carried "on" structure: County highway , Year Built: 1937, Year Reconstructed: 1940, Status: Posted for load-capacity, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 990 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 1,032 (year 2040), Features Intersected: WAPPINGER CREEK, Facility Carried by Structure: SALT PT TURNPIKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.031, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 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: Better than present minimum criteria, Length Of Structure Improvement: 2.43m (7.97ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2021, Critical Feature Inspection Date: October 2021, Bridge Improvement Cost: $1,093,000, Roadway Improvement Cost: $640,000, Total Project Cost: $1,733,000 ( Estimate for 2021), Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 334389, Location: 1.9 MI SW OF STANFORDVILE (Lat: 41.844453, Lng: -73.731272), Route carried "on" structure: Other road , Year Built: 2006, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 261 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 365 (year 2040), Design Load: HS 25 or greater, Features Intersected: WAPPINGER CREEK, Facility Carried by Structure: JAMESON HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.402, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.6m (64.3ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.01m (6.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $413,000, Roadway Improvement Cost: $242,000, Total Project Cost: $655,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 334389, Location: 1.9 MI SW OF STANFORDVILE (Lat: 41.844453, Lng: -73.731272), Route carried "on" structure: Other road , Year Built: 2006, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 261 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 365 (year 2040), Design Load: HS 25 or greater, Features Intersected: WAPPINGER CREEK, Facility Carried by Structure: JAMESON HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.402, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.6m (64.3ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.01m (6.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $413,000, Roadway Improvement Cost: $242,000, Total Project Cost: $655,000 ( Estimate for 2021), 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: 336514, Location: IN MCINTYRE (Lat: 41.889522, Lng: -73.698156), Route carried "on" structure: County highway , Year Built: 1955, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 939 (year 2019), Truck Traffic: 17%, Average Future Daily Traffic: 1,315 (year 2039), Features Intersected: WAPPINGER CREEK, Facility Carried by Structure: COLD SPRING ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.319, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Fair, Culverts: Poor, Operating Rating: 71.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 29.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $126,000, Roadway Improvement Cost: $74,000, Total Project Cost: $200,000 ( Estimate for 2021)
Structure Number: 336514, Location: IN MCINTYRE (Lat: 41.889522, Lng: -73.698156), Route carried "on" structure: County highway , Year Built: 1955, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 939 (year 2019), Truck Traffic: 17%, Average Future Daily Traffic: 1,315 (year 2039), Features Intersected: WAPPINGER CREEK, Facility Carried by Structure: COLD SPRING ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.319, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Fair, Culverts: Poor, Operating Rating: 71.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 29.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $126,000, Roadway Improvement Cost: $74,000, Total Project Cost: $200,000 ( Estimate for 2021)
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Structure Number: 107274, Location: 3.1 MI S JCT SH 199 & TSP (Lat: 41.912469, Lng: -73.767906), Route carried "under" structure: State highway 987G, Year Built: 1983, Structure Length: 0. m, Average Daily Traffic: 7,150 (year 2002), Features Intersected: 987G 987G82031306, RTE 9, Facility Carried by Structure: BULLS HEAD ROAD
Minimum Vertical Clearance: 4.50m (14.76ft), Kilometerpoint: 49.284, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 48.1m (157.8ft)
Structure Number: 107274, Location: 3.1 MI S JCT SH 199 & TSP (Lat: 41.912469, Lng: -73.767906), Route carried "under" structure: State highway 987G, Year Built: 1983, Structure Length: 0. m, Average Daily Traffic: 7,150 (year 2002), Features Intersected: 987G 987G82031306, RTE 9, Facility Carried by Structure: BULLS HEAD ROAD
Minimum Vertical Clearance: 4.50m (14.76ft), Kilometerpoint: 49.284, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 48.1m (157.8ft)