Bridge Statistics for West Point, New York (NY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 11Number of bridges
- 89ft / 26.7mTotal length
- $1,621,000Total costs
- 3,122Total average daily traffic
- 89Total average daily truck traffic
- 3,548Total future (year 2040) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for West Point
- No street view available for this location
- New bridges - historical statistics
- 11900-1909
- 11940-1949
- 21950-1959
- 31970-1979
- 21990-1999
- 22000-2009
- Bridge Condition - Deck
- 71.4%Good
- 14.3%Satisfactory
- 14.3%Poor
- Bridge Condition - Superstructure
- 36.4%Good
- 18.2%Satisfactory
- 18.2%Fair
- 27.3%Poor
- Bridge Condition - Substructure
- 36.4%Good
- 18.2%Satisfactory
- 18.2%Fair
- 27.3%Poor
- Bridge Condition - Channel
- 37.5%Good
- 50.0%Satisfactory
- 12.5%Poor
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Structure Number: 334539, Location: 2.1 MI NE OF HIGHL. MILLS (Lat: 41.361178, Lng: -74.086125), Route carried "on" structure: County highway , Year Built: 2003, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 1,672 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 2,068 (year 2040), Design Load: HS 25 or greater, Features Intersected: MINERAL SPRING BROOK, Facility Carried by Structure: SMITH CLOVE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.376, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 70.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.12m (3.67ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $1,011,000, Roadway Improvement Cost: $592,000, Total Project Cost: $1,603,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 334539, Location: 2.1 MI NE OF HIGHL. MILLS (Lat: 41.361178, Lng: -74.086125), Route carried "on" structure: County highway , Year Built: 2003, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 1,672 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 2,068 (year 2040), Design Load: HS 25 or greater, Features Intersected: MINERAL SPRING BROOK, Facility Carried by Structure: SMITH CLOVE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.376, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 70.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.12m (3.67ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $1,011,000, Roadway Improvement Cost: $592,000, Total Project Cost: $1,603,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: DAPUSMWPT000006, Location: 0.1 MI E OF WASHINGTON RD (Lat: 41.402769, Lng: -73.970411), Route carried "on" structure: Other road , Year Built: 1970, Status: Open, Structure Length: 0.74m (2.43ft), Average Daily Traffic: 200 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 200 (year 2043), Features Intersected: CROWS NEST BROOK, Facility Carried by Structure: LEE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Army, Approaching Roadway Width: 10.0m (32.8ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.39m (4.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: DAPUSMWPT000006, Location: 0.1 MI E OF WASHINGTON RD (Lat: 41.402769, Lng: -73.970411), Route carried "on" structure: Other road , Year Built: 1970, Status: Open, Structure Length: 0.74m (2.43ft), Average Daily Traffic: 200 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 200 (year 2043), Features Intersected: CROWS NEST BROOK, Facility Carried by Structure: LEE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Army, Approaching Roadway Width: 10.0m (32.8ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.39m (4.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: DAPUSMWPT000009, Location: E OF EISENHOWER ROAD (Lat: 41.396231, Lng: -73.958950), Route carried "on" structure: Other road , Year Built: 1943, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 200 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 200 (year 2043), Features Intersected: CSXT RAILROAD, Facility Carried by Structure: PITCHER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Army, Approaching Roadway Width: 7.1m (23.3ft), Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Operating Rating: 97.2 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: 94.6 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.90m (9.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: DAPUSMWPT000009, Location: E OF EISENHOWER ROAD (Lat: 41.396231, Lng: -73.958950), Route carried "on" structure: Other road , Year Built: 1943, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 200 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 200 (year 2043), Features Intersected: CSXT RAILROAD, Facility Carried by Structure: PITCHER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Army, Approaching Roadway Width: 7.1m (23.3ft), Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Operating Rating: 97.2 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: 94.6 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.90m (9.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: DAPUSMWPT00001, Location: CAMP BUCKNER (Lat: 41.355150, Lng: -74.051989), Route carried "on" structure: Other road , Year Built: 2002, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 200 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 220 (year 2043), Design Load: HS 25 or greater, Features Intersected: POPOLOPEN LAKE OUTLET, Facility Carried by Structure: PATTON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Army, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.29m (4.23ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2021, Underwater Inspection Date: August 2015, Bridge Improvement Cost: $1,000, Total Project Cost: $1,000 ( Estimate for 2021)
Structure Number: DAPUSMWPT00001, Location: CAMP BUCKNER (Lat: 41.355150, Lng: -74.051989), Route carried "on" structure: Other road , Year Built: 2002, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 200 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 220 (year 2043), Design Load: HS 25 or greater, Features Intersected: POPOLOPEN LAKE OUTLET, Facility Carried by Structure: PATTON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Army, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.29m (4.23ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2021, Underwater Inspection Date: August 2015, Bridge Improvement Cost: $1,000, Total Project Cost: $1,000 ( Estimate for 2021)
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Structure Number: DAPUSMWPT000012, Location: 100 FT W OF US RTE 9W (Lat: 41.378931, Lng: -73.986839), Route carried "on" structure: Other road , Year Built: 1976, Year Reconstructed: 1996, Status: Posted for load, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 50 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 50 (year 2043), Features Intersected: HIGHLAND BROOK, Facility Carried by Structure: RANGE 1 ACCESS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Army, 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: 10.5m (34.4ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 5.4m (17.7ft)
Condition: Deck: Good, Superstructure: Poor, Substructure: Poor, Channel: Poor, Operating Rating: 60.3 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: 46.3 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: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 1.77m (5.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: DAPUSMWPT000012, Location: 100 FT W OF US RTE 9W (Lat: 41.378931, Lng: -73.986839), Route carried "on" structure: Other road , Year Built: 1976, Year Reconstructed: 1996, Status: Posted for load, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 50 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 50 (year 2043), Features Intersected: HIGHLAND BROOK, Facility Carried by Structure: RANGE 1 ACCESS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Army, 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: 10.5m (34.4ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 5.4m (17.7ft)
Condition: Deck: Good, Superstructure: Poor, Substructure: Poor, Channel: Poor, Operating Rating: 60.3 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: 46.3 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: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 1.77m (5.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: DAPUSMWPT000014, Location: 0.2 MI W OF MINE TORNE RD (Lat: 41.330861, Lng: -74.017119), Route carried "on" structure: Other road , Year Built: 1950, Year Reconstructed: 1996, Status: Open, Structure Length: 1.21m (3.97ft), Average Daily Traffic: 50 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 50 (year 2043), Design Load: HS 20, Features Intersected: POPOLOPEN BROOK, Facility Carried by Structure: WEYANT'S ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Army, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.6m (18.4ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 4.0m (13.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 44.4 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: 34.0 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.88m (6.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $1,000, Total Project Cost: $1,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber
Structure Number: DAPUSMWPT000014, Location: 0.2 MI W OF MINE TORNE RD (Lat: 41.330861, Lng: -74.017119), Route carried "on" structure: Other road , Year Built: 1950, Year Reconstructed: 1996, Status: Open, Structure Length: 1.21m (3.97ft), Average Daily Traffic: 50 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 50 (year 2043), Design Load: HS 20, Features Intersected: POPOLOPEN BROOK, Facility Carried by Structure: WEYANT'S ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Army, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.6m (18.4ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 4.0m (13.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 44.4 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: 34.0 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.88m (6.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $1,000, Total Project Cost: $1,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber
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Structure Number: DAPUSMWPT000015, Location: NW CORNER OF THAYER ROAD (Lat: 41.391339, Lng: -73.954589), Route carried "on" structure: Other road , Year Built: 1950, Year Reconstructed: 1997, Status: Posted for load, Structure Length: 1.26m (4.13ft), Average Daily Traffic: 200 (year 2021), Average Future Daily Traffic: 200 (year 2043), Features Intersected: ALLEY AT THAYER HALL, Facility Carried by Structure: PARKING LOT RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Owner: Army, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 25.9 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: 21.7 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 1.93m (6.33ft), 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: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: DAPUSMWPT000015, Location: NW CORNER OF THAYER ROAD (Lat: 41.391339, Lng: -73.954589), Route carried "on" structure: Other road , Year Built: 1950, Year Reconstructed: 1997, Status: Posted for load, Structure Length: 1.26m (4.13ft), Average Daily Traffic: 200 (year 2021), Average Future Daily Traffic: 200 (year 2043), Features Intersected: ALLEY AT THAYER HALL, Facility Carried by Structure: PARKING LOT RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Owner: Army, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 25.9 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: 21.7 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 1.93m (6.33ft), 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: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: DAPUSMWPT000025, Location: QUEENSBORO FURNACE (Lat: 41.320311, Lng: -74.019861), Route carried "on" structure: Other road , Year Built: 1908, Status: Posted for load, Structure Length: 2.34m (7.68ft), Average Daily Traffic: 10 (year 2021), Average Future Daily Traffic: 20 (year 2043), Features Intersected: POPOLOPEN BROOK, Facility Carried by Structure: GRAVEL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Army, Approaching Roadway Width: 5.1m (16.7ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.4m (76.8ft), Curb-To-Curb Width: 5.1m (16.7ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Superstructure: Poor, Substructure: Poor, Channel: Good, Operating Rating: 30.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 18.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.18m (10.43ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2021)
Structure Number: DAPUSMWPT000025, Location: QUEENSBORO FURNACE (Lat: 41.320311, Lng: -74.019861), Route carried "on" structure: Other road , Year Built: 1908, Status: Posted for load, Structure Length: 2.34m (7.68ft), Average Daily Traffic: 10 (year 2021), Average Future Daily Traffic: 20 (year 2043), Features Intersected: POPOLOPEN BROOK, Facility Carried by Structure: GRAVEL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Army, Approaching Roadway Width: 5.1m (16.7ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.4m (76.8ft), Curb-To-Curb Width: 5.1m (16.7ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Superstructure: Poor, Substructure: Poor, Channel: Good, Operating Rating: 30.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 18.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.18m (10.43ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2021)
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Structure Number: DAPUSMWPT000031, Location: S OF RANGE 11 (Lat: 41.356089, Lng: -74.029731), Route carried "on" structure: Other road , Year Built: 1970, Status: Posted for load, Structure Length: 0.65m (2.13ft), Average Daily Traffic: 20 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 20 (year 2043), Features Intersected: LONG POND BROOK, Facility Carried by Structure: RANGE 11 ACCESS R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Army, 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: 5.6m (18.4ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.1m (13.5ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 9.1 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: 6.8 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: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: DAPUSMWPT000031, Location: S OF RANGE 11 (Lat: 41.356089, Lng: -74.029731), Route carried "on" structure: Other road , Year Built: 1970, Status: Posted for load, Structure Length: 0.65m (2.13ft), Average Daily Traffic: 20 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 20 (year 2043), Features Intersected: LONG POND BROOK, Facility Carried by Structure: RANGE 11 ACCESS R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Army, 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: 5.6m (18.4ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.1m (13.5ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 9.1 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: 6.8 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: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: DAPUSMWPT000036, Location: THAYER HALL (Lat: 41.389939, Lng: -73.955369), Route carried "on" structure: Other road , Year Built: 1997, Status: Open, Structure Length: 15.51m (50.89ft), Average Daily Traffic: 500 (year 2021), Average Future Daily Traffic: 500 (year 2043), Design Load: HS 20, Features Intersected: WILLIAMS RD, PARKING LOT, Facility Carried by Structure: CULLUM ROAD
Minimum Vertical Clearance: 4.97m (16.31ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Owner: Army, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 4.3m (14.1ft), Right: 0.0m, Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 43.4 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: 33.7 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 16.27m (53.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: DAPUSMWPT000036, Location: THAYER HALL (Lat: 41.389939, Lng: -73.955369), Route carried "on" structure: Other road , Year Built: 1997, Status: Open, Structure Length: 15.51m (50.89ft), Average Daily Traffic: 500 (year 2021), Average Future Daily Traffic: 500 (year 2043), Design Load: HS 20, Features Intersected: WILLIAMS RD, PARKING LOT, Facility Carried by Structure: CULLUM ROAD
Minimum Vertical Clearance: 4.97m (16.31ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Owner: Army, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 4.3m (14.1ft), Right: 0.0m, Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 43.4 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: 33.7 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 16.27m (53.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: DAPUSMWPT000037, Location: RANGE 21 (Lat: 41.380789, Lng: -74.067169), Route carried "on" structure: Other road , Year Built: 1990, Status: Open, Structure Length: 0.92m (3.02ft), Average Daily Traffic: 20 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 20 (year 2043), Features Intersected: MINERAL SPRINGS, Facility Carried by Structure: RANGE ROAD 21
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Army, Approaching Roadway Width: 2.9m (9.5ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.2m (30.2ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 2.9m (9.5ft), Out-to-Out Width: 3.7m (12.1ft)
Condition: Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, Operating Rating: 42.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.59m (5.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2021)
Structure Number: DAPUSMWPT000037, Location: RANGE 21 (Lat: 41.380789, Lng: -74.067169), Route carried "on" structure: Other road , Year Built: 1990, Status: Open, Structure Length: 0.92m (3.02ft), Average Daily Traffic: 20 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 20 (year 2043), Features Intersected: MINERAL SPRINGS, Facility Carried by Structure: RANGE ROAD 21
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Army, Approaching Roadway Width: 2.9m (9.5ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.2m (30.2ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 2.9m (9.5ft), Out-to-Out Width: 3.7m (12.1ft)
Condition: Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, Operating Rating: 42.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.59m (5.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2021)