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


  • National Bridge Inventory (NBI) Statistics
  • 15Number of bridges
  • 98ft / 30mTotal length
  • $1,348,000Total costs
  • 4,146Total average daily traffic
  • 143Total average daily truck traffic
  • 4,199Total future (year 2037) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for West Point
  • No street view available for this location

New bridges in West Point, NY - historical statistics
  • New bridges - historical statistics
  • 11900-1909
  • 21940-1949
  • 21950-1959
  • 51970-1979
  • 31990-1999
  • 22000-2009
Reconstructed bridges in West Point, NY - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 11980-1989
  • 31990-1999
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 70.0%Good
  • 20.0%Satisfactory
  • 10.0%Poor
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 7.7%Very good
  • 46.2%Good
  • 23.1%Satisfactory
  • 7.7%Fair
  • 15.4%Poor
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 7.7%Very good
  • 23.1%Good
  • 30.8%Satisfactory
  • 15.4%Fair
  • 23.1%Poor
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 45.5%Good
  • 36.4%Satisfactory
  • 9.1%Fair
  • 9.1%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: 2,371 (year 2015),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,394 (year 2037),  Design Load: HS 25 or greater,  Features Intersected: MINERAL SPRING BK,  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: 73.0m (239.5ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 1.1m (3.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very 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: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.20m (36.75ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2016,  Bridge Improvement Cost: $834,000,  Roadway Improvement Cost: $488,000,  Total Project Cost: $1,322,000 ( Estimate for 2018),  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: 41.402767,  Lng: -73.970408),  Route carried "on" structure: Other road ,  Year Built: 1970,  Status: Open,  Structure Length: 0.74m (2.43ft),  Average Daily Traffic: 200 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 200 (year 2039),  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: 1.0m (3.3ft),  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: 10.3m (33.8ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.90m (45.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2017,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: DAPUSMWPT000008,  Location: 0.1 MI S OF WASHINGTON RD (Lat: 41.400144,  Lng: -73.974039),  Route carried "on" structure: Other road ,  Year Built: 1940,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 0.72m (2.36ft),  Average Daily Traffic: 200 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 200 (year 2039),  Features Intersected: SINCLAIR POND BROOK,  Facility Carried by Structure: MERRITT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Army,  Approaching Roadway Width: 79.0m (259.2ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 1.5m (4.9ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 13.60m (44.62ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2017,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2017)
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Structure Number: DAPUSMWPT000009,  Location: E OF EISENHOWER ROAD (Lat: 41.396225,  Lng: -73.958953),  Route carried "on" structure: Other road ,  Year Built: 1940,  Status: Open,  Structure Length: 2.12m (6.96ft),  Average Daily Traffic: 200 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 200 (year 2039),  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: 71.0m (232.9ft),  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 11.8m (38.7ft),  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: 0.8m (2.6ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: 0.29m (0.95ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2017,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2017),  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: 41.355153,  Lng: -74.051994),  Route carried "on" structure: Other road ,  Year Built: 2002,  Status: Open,  Structure Length: 0.66m (2.17ft),  Average Daily Traffic: 200 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 220 (year 2039),  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: 79.0m (259.2ft),  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: 71.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.4 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.90m (42.32ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2017,  Bridge Improvement Cost: $1,000,  Total Project Cost: $1,000 ( Estimate for 2017),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: DAPUSMWPT000012,  Location: 100 FT W OF US RTE 9W (Lat: 41.378925,  Lng: -73.986836),  Route carried "on" structure: Other road ,  Year Built: 1976,  Year Reconstructed: 1996,  Status: Posted for load,  Structure Length: 0.11m (0.36ft),  Average Daily Traffic: 50 (year 2017),  Truck Traffic: 10%,  Average Future Daily Traffic: 50 (year 2039),  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: 54.0m (177.2ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.9m (32.5ft),  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: Satisfactory,  Substructure: Poor,  Channel: Poor,  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: 17.70m (58.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2017,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2017),  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: 41.330864,  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 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 50 (year 2039),  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: 37.0m (121.4ft),  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: 0.4m (1.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 48.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 18.80m (61.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2017,  Bridge Improvement Cost: $1,000,  Total Project Cost: $1,000 ( Estimate for 2017),  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 2017),  Average Future Daily Traffic: 200 (year 2039),  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: 55.0m (180.4ft),  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: 20.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 12.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  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: 30.0 - 39.9% below),  Length Of Structure Improvement: 19.30m (63.32ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: October 2017,  Critical Feature Inspection Date: October 2017,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2017),  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: DAPUSMWPT000016,  Location: MICHIE STADIUM (Lat: 41.387594,  Lng: -73.965294),  Route carried "on" structure: Other road ,  Year Built: 1971,  Status: Posted for load,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 5 (year 2017),  Average Future Daily Traffic: 5 (year 2039),  Features Intersected: HOWZE PLACE,  Facility Carried by Structure: ACCESS BRIDGE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: Army,  Approaching Roadway Width: 85.0m (278.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 20.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 6.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 20.10m (65.94ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2017,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: DAPUSMWPT00002,  Location: USMA GOLF COURSE (Lat: 41.384658,  Lng: -73.994794),  Route carried "on" structure: Other road ,  Year Built: 1995,  Status: Open,  Structure Length: 0.92m (3.02ft),  Average Daily Traffic: 100 (year 2017),  Average Future Daily Traffic: 100 (year 2039),  Features Intersected: HIGHLAND BROOK,  Facility Carried by Structure: GOLF COURSE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: Army,  Approaching Roadway Width: 27.0m (88.6ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.3m (10.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 2.7m (8.9ft),  Out-to-Out Width: 0.3m (1.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum 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: 15.90m (52.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2017,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2017),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: DAPUSMWPT000025,  Location: QUEENSBORO FURNACE (Lat: 41.320314,  Lng: -74.019856),  Route carried "on" structure: Other road ,  Year Built: 1908,  Status: Open,  Structure Length: 2.34m (7.68ft),  Average Daily Traffic: 10 (year 2017),  Average Future Daily Traffic: 20 (year 2039),  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: 51.0m (167.3ft),  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: 0.6m (2.0ft)

Condition: Superstructure: Poor,  Substructure: Poor,  Channel: Good,  Deck Geometry: High priority of corrective action,  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: 31.80m (104.33ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2017,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2017),  Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: DAPUSMWPT000027,  Location: TARGET HILL ATHLETIC FIEL (Lat: 41.403400,  Lng: -73.966381),  Route carried "on" structure: Other road ,  Year Built: 1970,  Status: Open,  Structure Length: 0.65m (2.13ft),  Average Daily Traffic: 20 (year 2017),  Average Future Daily Traffic: 20 (year 2039),  Features Intersected: CROWS NEST BROOK,  Facility Carried by Structure: UPTON ROAD, CSX RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Army,  Approaching Roadway Width: 0.7m (2.3ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.70m (41.67ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2017,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2017)
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Structure Number: DAPUSMWPT000031,  Location: S OF RANGE 11 (Lat: 41.356086,  Lng: -74.029731),  Route carried "on" structure: Other road ,  Year Built: 1970,  Status: Posted for load,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 20 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 20 (year 2039),  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: 36.0m (118.1ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  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: 3.6m (11.8ft),  Out-to-Out Width: 4.3m (14.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 16.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 10.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  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: 12.20m (40.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2017,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2017),  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: 41.389944,  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 2017),  Average Future Daily Traffic: 500 (year 2039),  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: 73.0m (239.5ft),  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,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 162.70m (533.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2017,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2017),  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: 41.380792,  Lng: -74.067172),  Route carried "on" structure: Other road ,  Year Built: 1990,  Status: Open,  Structure Length: 0.92m (3.02ft),  Average Daily Traffic: 20 (year 2017),  Truck Traffic: 10%,  Average Future Daily Traffic: 20 (year 2039),  Design Load: HS 20,  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: 29.0m (95.1ft),  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: Good,  Substructure: Poor,  Channel: Satisfactory,  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: 15.90m (52.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2017,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2017)
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