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Bridge Statistics for Lawnside, New Jersey (NJ) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Lawnside, NJ, New Jersey, New Jersey forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 16 Total length: 81 meters (266ft) Total costs: $5,781,000 Total average daily traffic: 624,422 Total average daily truck traffic: 56,745 National Bridge Inventory (NBI) Registered Bridges for Lawnside
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Find on map >>
Structure Number: 42915, Location: AT I-295 EXIT 30 (Lat: 39.872500, Lng: -75.037778), Route carried "on" structure: County highway 669, Year Built: 1962, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 13,370 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 18,720 (year 2027), Design Load: HS 20+Mod, Features Intersected: I-295, Facility Carried by Structure: WARWICK ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.516, Lanes on structure: 2, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 23.8m (78.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 18.3m (60.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 76.2 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.88m (16.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Bridge Improvement Cost: $1,000, Total Project Cost: $1,000 ( Estimate for 2003), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 429151, Location: 1 MI.NORTH OF U.S.RT.30 (Lat: 39.871667, Lng: -75.033333), Route carried "on" structure: City street , Year Built: 1962, Status: Open, Structure Length: 4.51m (14.80ft), Average Daily Traffic: 320 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 425 (year 2026), Design Load: HS 20, Features Intersected: I-295, Facility Carried by Structure: LUNDY STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.0m (72.2ft), 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: 12.0m (39.4ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Inventory Rating: 56.2 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 429154, Location: 3.1 MI SOUTH OF RT 70 (Lat: 39.875000, Lng: -75.016667), Route carried "on" structure: Interstate 295, Year Built: 1962, Year Reconstructed: 1982, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 57,683 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 69,219 (year 2027), Design Load: HS 20, Features Intersected: I295 SB & RAMPB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 51.322, Lanes on structure: 4, 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: 3, Length of Maximum Span: 19.2m (63.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.0m, Curb-To-Curb Width: 28.7m (94.2ft), Out-to-Out Width: 29.3m (96.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 80.7 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 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: 46D005, Location: 1.5 MI S OF RT 295&561 JC (Lat: 39.859433, Lng: -75.015950), Route carried "on" structure: County highway 544, Year Built: 1980, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 15,218 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 18,260 (year 2027), Design Load: HS 20+Mod, Features Intersected: COOPER RIVER, Facility Carried by Structure: EVESHAM RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.560, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 19.0m (62.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.2 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: M02771, Location: 1.75 MI NORTH OF EXIT 3 (Lat: 39.865000, Lng: -75.043333), Route carried "on" structure: Other road NJTPK, Year Built: 1950, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 64,310 (year 2006), Truck Traffic: 15%, Average Future Daily Traffic: 89,390 (year 2026), Design Load: HS 20, Features Intersected: PRSL RR, ATLANTIC AVE, Facility Carried by Structure: NJ TURNPIKE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.579, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 29.3m (96.1ft), Skew: 31 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.4m (57.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 28.7m (94.2ft), Out-to-Out Width: 30.5m (100.1ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 33.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.40m (21.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Bridge Improvement Cost: $2,310,000, Roadway Improvement Cost: $60,000, Total Project Cost: $4,859,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy Find on map >>
Structure Number: M02795, Location: 2 MI NORTH OF EXIT 3 (Lat: 39.865000, Lng: -75.038333), Route carried "on" structure: Other road NJTPK, Year Built: 1950, Status: Open, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 64,300 (year 2006), Truck Traffic: 15%, Average Future Daily Traffic: 88,700 (year 2026), Design Load: HS 20, Features Intersected: US 30 (WHITE HORSE PIKE), Facility Carried by Structure: NJ TURNPIKE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.965, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 29.3m (96.1ft), Skew: 32 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.3m (83.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 28.7m (94.2ft), Out-to-Out Width: 30.5m (100.1ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 33.6 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: April 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy Find on map >>
Structure Number: M02819, Location: 2.2 MI NORTH OF EXIT 3 (Lat: 39.866667, Lng: -75.035000), Route carried "on" structure: County highway 669, Year Built: 1950, Status: Open, Structure Length: 5.40m (17.72ft), Average Daily Traffic: 3,000 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 4,100 (year 2026), Design Load: H 20, Features Intersected: NJ TURNPIKE, Facility Carried by Structure: WARRICK RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.856, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.9m (52.2ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.40m (17.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2006, Bridge Improvement Cost: $234,000, Roadway Improvement Cost: $75,000, Total Project Cost: $541,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: M0292, Location: NEAR WOODCREST STATION (Lat: 39.871667, Lng: -75.018333), Route carried "on" structure: Other road NJTPK, Year Built: 1982, Status: Open, Structure Length: 6.19m (20.31ft), Average Daily Traffic: 64,310 (year 2006), Truck Traffic: 15%, Average Future Daily Traffic: 89,390 (year 2026), Design Load: HS 20, Features Intersected: I-295 RAMPS AD, B, & C, Facility Carried by Structure: NJ TURNPIKE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.961, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 40.5m (132.9ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 31.4m (103.0ft), Curb-To-Curb Width: 38.4m (126.0ft), Out-to-Out Width: 40.3m (132.2ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 15.20m (49.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $250,000, Total Project Cost: $380,000 ( Estimate for 2002), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy Find on map >>
Structure Number: 42915, Location: AT I-295 EXIT 30 (Lat: 39.872500, Lng: -75.037778), Route carried "under" structure: Interstate 295, Year Built: 1962, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 115,366 (year 2007), Truck Traffic: 9%, Features Intersected: I-295, Facility Carried by Structure: WARWICK ROAD Minimum Vertical Clearance: 4.76m (15.62ft), Kilometerpoint: 49.326, Lanes on structure: 2, Lanes under structure: 7, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.8m (78.1ft) Find on map >>
Structure Number: 429151, Location: 1 MI.NORTH OF U.S.RT.30 (Lat: 39.871667, Lng: -75.033333), Route carried "under" structure: Interstate 295, Year Built: 1962, Structure Length: 4.51m (14.80ft), Average Daily Traffic: 122,895 (year 2006), Truck Traffic: 9%, Features Intersected: I-295, Facility Carried by Structure: LUNDY STREET Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 49.793, Lanes on structure: 2, Lanes under structure: 7, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.0m (72.2ft) Find on map >>
Structure Number: M02771, Location: 1.75 MI NORTH OF EXIT 3 (Lat: 39.865000, Lng: -75.043333), Route carried "under" structure: County highway 727, Year Built: 1950, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 850 (year 2006), Features Intersected: PRSL RR, ATLANTIC AVE, Facility Carried by Structure: NJ TURNPIKE Minimum Vertical Clearance: 7.67m (25.16ft), Kilometerpoint: 44.579, Lanes on structure: 4, Lanes under structure: 2, Toll: On toll road, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.4m (57.1ft) Find on map >>
Structure Number: M02795, Location: 2 MI NORTH OF EXIT 3 (Lat: 39.865000, Lng: -75.038333), Route carried "under" structure: US 30, Year Built: 1950, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 35,500 (year 2006), Features Intersected: US 30 (WHITE HORSE PIKE), Facility Carried by Structure: NJ TURNPIKE Minimum Vertical Clearance: 4.71m (15.45ft), Kilometerpoint: 14.211, Lanes on structure: 4, Lanes under structure: 4, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.3m (83.0ft) Find on map >>
Structure Number: M02819, Location: 2.2 MI NORTH OF EXIT 3 (Lat: 39.866667, Lng: -75.035000), Route carried "under" structure: Other road NJTPK, Year Built: 1950, Structure Length: 5.40m (17.72ft), Average Daily Traffic: 64,300 (year 2006), Features Intersected: NJ TURNPIKE, Facility Carried by Structure: WARRICK RD Minimum Vertical Clearance: 4.51m (14.80ft), Kilometerpoint: 45.255, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.9m (52.2ft) Find on map >>
Structure Number: M0292, Location: NEAR WOODCREST STATION (Lat: 39.871667, Lng: -75.018333), Route carried "under" structure: Ramp Interstate 295, Year Built: 1982, Structure Length: 6.19m (20.31ft), Average Daily Traffic: 1,000 (year ), Features Intersected: I-295 RAMPS AD, B, & C, Facility Carried by Structure: NJ TURNPIKE Minimum Vertical Clearance: 4.78m (15.68ft), Kilometerpoint: 51.081, Lanes on structure: 4, Lanes under structure: 2, Toll: On toll road, Material/Design: Steel, Design/Construction: Slab, Length of Maximum Span: 31.4m (103.0ft) Find on map >>
Structure Number: M0292, Location: NEAR WOODCREST STATION (Lat: 39.871667, Lng: -75.018333), Route carried "under" structure: Ramp Interstate 295, Year Built: 1982, Structure Length: 6.19m (20.31ft), Average Daily Traffic: 1,000 (year ), Features Intersected: I-295 RAMPS AD, B, & C, Facility Carried by Structure: NJ TURNPIKE Minimum Vertical Clearance: 0.45m (1.48ft), Kilometerpoint: 50.694, Lanes on structure: 4, Lanes under structure: 1, Toll: On toll road, Material/Design: Steel, Design/Construction: Slab, Length of Maximum Span: 31.4m (103.0ft) Find on map >>
Structure Number: M0292, Location: NEAR WOODCREST STATION (Lat: 39.871667, Lng: -75.018333), Route carried "under" structure: Ramp Interstate 295, Year Built: 1982, Structure Length: 6.19m (20.31ft), Average Daily Traffic: 1,000 (year ), Features Intersected: I-295 RAMPS AD, B, & C, Facility Carried by Structure: NJ TURNPIKE Minimum Vertical Clearance: 0.47m (1.54ft), Kilometerpoint: 50.694, Lanes on structure: 4, Lanes under structure: 1, Toll: On toll road, Material/Design: Steel, Design/Construction: Slab, Length of Maximum Span: 31.4m (103.0ft) Discuss this city on our hugely popular New Jersey forum Back to: Lawnside, NJ, New Jersey, All US cities.
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