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Bridge Statistics for Watchung, New Jersey (NJ) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Watchung, NJ, New Jersey, New Jersey forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 14 Total length: 102 meters (335ft) Total costs: $2,055,000 Total average daily traffic: 338,274 Total average daily truck traffic: 23,334 National Bridge Inventory (NBI) Registered Bridges for Watchung
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 1803159, Location: 10MI EAST OF I-287 (Lat: 40.649317, Lng: -74.406700), Route carried "on" structure: US 22, Year Built: 1998, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 62,500 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 75,000 (year 2027), Design Load: HS 20, Features Intersected: GREEN BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 75.671, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 30.5m (100.1ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.4m (57.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 30.6m (100.4ft), Out-to-Out Width: 34.3m (112.5ft) Condition: Deck: Good, Superstructure: Excellent, Substructure: Good, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 1817178, Location: 1.24 MI EAST OF CR 531 (Lat: 40.661667, Lng: -74.435000), Route carried "on" structure: City street , Year Built: 1965, Year Reconstructed: 1994, Status: Open, Structure Length: 10.91m (35.79ft), Average Daily Traffic: 5,900 (year 2007), Truck Traffic: 3%, Average Future Daily Traffic: 7,070 (year 2027), Design Load: HS 20+Mod, Features Intersected: ROUTE I-78, Facility Carried by Structure: DALE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 30.8m (101.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 13.6m (44.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 1817179, Location: 12 MI EAST OF I-287 (Lat: 40.662111, Lng: -74.426389), Route carried "on" structure: Interstate 78, Year Built: 1966, Status: Open, Structure Length: 19.75m (64.80ft), Average Daily Traffic: 51,455 (year 2006), Truck Traffic: 9%, Average Future Daily Traffic: 62,785 (year 2026), Design Load: HS 20+Mod, Features Intersected: PLAINFIELD AVE&GREEN BRK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 68.832, Lanes on structure: 3, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 36.0m (118.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 15.2m (49.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 64.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 19.75m (64.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $300,000, Total Project Cost: $330,000 ( Estimate for 2004), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 181718, Location: 12 MI EAST OF I287 (Lat: 40.662472, Lng: -74.425583), Route carried "on" structure: Interstate 78, Year Built: 1966, Status: Open, Structure Length: 15.30m (50.20ft), Average Daily Traffic: 51,460 (year 2006), Truck Traffic: 9%, Average Future Daily Traffic: 62,790 (year 2026), Design Load: HS 20+Mod, Features Intersected: PFLD AVE & GREEN BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 68.832, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 38.1m (125.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 17.1m (56.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 63.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 18L1005, Location: 0.1 MI NO MOUNTAIN BLVD (Lat: 40.633333, Lng: -74.459500), Route carried "on" structure: City street , Year Built: 1976, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 1,249 (year 2007), Truck Traffic: 1%, Average Future Daily Traffic: 1,499 (year 2027), Design Load: HS 20, Features Intersected: BROOKDALE RD & STONY BRK, Facility Carried by Structure: BROOKDALE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.4m (57.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.2m (40.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: 18L1009, Location: AT CO. 531 JCT (Lat: 40.637100, Lng: -74.451633), Route carried "on" structure: County highway 527, Year Built: 1908, Year Reconstructed: 1968, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 24,035 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 28,842 (year 2027), Design Load: HS 20, Features Intersected: STONY BROOK, Facility Carried by Structure: MOUNTAIN BLVD. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 98.620, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.6m (54.5ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Inventory Rating: 56.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 18L101, Location: AT CR 531 JCT (Lat: 40.637650, Lng: -74.451417), Route carried "on" structure: County highway 527, Year Built: 1935, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 18,521 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 22,225 (year 2027), Features Intersected: WEST BR STONY BROOK, Facility Carried by Structure: STIRLING ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 98.733, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.4m (4.6ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.9m (35.8ft) Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Bridge Improvement Cost: $1,032,000, Roadway Improvement Cost: $106,000, Total Project Cost: $1,725,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 18L1011, Location: AT CR 531 JCT (Lat: 40.637483, Lng: -74.452800), Route carried "on" structure: County highway 527, Year Built: 1958, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 17,122 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 20,546 (year 2027), Design Load: HS 20, Features Intersected: WEST BRANCH STONY BROOK, Facility Carried by Structure: WEST LANE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 98.653, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 2.2m (7.2ft), Right: 2.3m (7.5ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 16.2m (53.1ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 18M1023, Location: 200 FT SE OF VALLEY ROAD (Lat: 40.644917, Lng: -74.440183), Route carried "on" structure: City street , Year Built: 1987, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 593 (year 2007), Truck Traffic: 1%, Average Future Daily Traffic: 712 (year 2027), Design Load: HS 20+Mod, Features Intersected: EAST BR STONY BROOK, Facility Carried by Structure: JARED COURT Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 11.3m (37.1ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 88.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 61.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 18M1024, Location: 0.2 MI SOW OF CO RTE 527 (Lat: 40.640700, Lng: -74.446383), Route carried "on" structure: City street , Year Built: 1992, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 119 (year 2007), Truck Traffic: 1%, Average Future Daily Traffic: 143 (year 2027), Design Load: HS 20+Mod, Features Intersected: EAST BRANCH STONY BROOK, Facility Carried by Structure: KNIGHTSBRIDGE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.2m (0.7ft) Condition: Channel: Excellent, Culverts: Good, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007 Find on map >>
Structure Number: 18M1025, Location: 0.2 MI SW OF CR 527 (Lat: 40.642933, Lng: -74.442667), Route carried "on" structure: City street , Year Built: 1998, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 130 (year 2007), Truck Traffic: 1%, Average Future Daily Traffic: 156 (year 2027), Features Intersected: EAST BRANCH OF STONY BRK, Facility Carried by Structure: VALLEY DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 1817178, Location: 1.24 MI EAST OF CR 531 (Lat: 40.661667, Lng: -74.435000), Route carried "under" structure: Interstate 78, Year Built: 1965, Structure Length: 10.91m (35.79ft), Average Daily Traffic: 95,700 (year 2007), Truck Traffic: 9%, Features Intersected: ROUTE I-78, Facility Carried by Structure: DALE ROAD Minimum Vertical Clearance: 5.42m (17.78ft), Kilometerpoint: 67.947, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.8m (101.0ft) Find on map >>
Structure Number: 1817179, Location: 12 MI EAST OF I-287 (Lat: 40.662111, Lng: -74.426389), Route carried "under" structure: County highway 663, Year Built: 1966, Structure Length: 19.75m (64.80ft), Average Daily Traffic: 4,690 (year 2006), Truck Traffic: 4%, Features Intersected: PLAINFIELD AVE&GREEN BRK, Facility Carried by Structure: I-78 EB Minimum Vertical Clearance: 15.24m (50.00ft), Kilometerpoint: 0.066, Lanes on structure: 3, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.0m (118.1ft) Find on map >>
Structure Number: 181718, Location: 12 MI EAST OF I287 (Lat: 40.662472, Lng: -74.425583), Route carried "under" structure: County highway 663, Year Built: 1966, Structure Length: 15.30m (50.20ft), Average Daily Traffic: 4,800 (year 2006), Truck Traffic: 4%, Features Intersected: PFLD AVE & GREEN BROOK, Facility Carried by Structure: I-78 WESTBOUND Minimum Vertical Clearance: 13.41m (44.00ft), Kilometerpoint: 0.724, Lanes on structure: 3, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.1m (125.0ft) Discuss this city on our hugely popular New Jersey forum Back to: Watchung, NJ, New Jersey, All US cities.
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