Bridge Statistics for Wenonah, New Jersey (NJ)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 11Number of bridges
- 85ft / 25.6mTotal length
- $1,037,000Total costs
- 149,348Total average daily traffic
- 6,749Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Wenonah
- No street view available for this location
- New bridges - historical statistics
- 21920-1929
- 31930-1939
- 11940-1949
- 11970-1979
- 21980-1989
- 11990-1999
- 12010-2019
- Bridge Condition - Deck
- 50.0%Good
- 50.0%Satisfactory
- Bridge Condition - Superstructure
- 11.1%Very good
- 55.6%Good
- 22.2%Satisfactory
- 11.1%Fair
- Bridge Condition - Substructure
- 11.1%Very good
- 44.4%Good
- 22.2%Satisfactory
- 22.2%Fair
- Bridge Condition - Channel
- 25.0%Good
- 75.0%Satisfactory
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Structure Number: 804I02, Location: 0.77 MI EAST OF NJ RT 45 (Lat: 39.790861, Lng: -75.160350), Route carried "on" structure: County highway 632, Year Built: 1933, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 9,861 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 11,833 (year 2040), Features Intersected: MANTUA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.704, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.1m (52.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 57.2 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: April 2020, Underwater Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 804I02, Location: 0.77 MI EAST OF NJ RT 45 (Lat: 39.790861, Lng: -75.160350), Route carried "on" structure: County highway 632, Year Built: 1933, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 9,861 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 11,833 (year 2040), Features Intersected: MANTUA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.704, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.1m (52.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 57.2 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: April 2020, Underwater Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 804I03, Location: 2.14 Mi. N of Rte 55 (Lat: 39.786569, Lng: -75.139931), Route carried "on" structure: County highway 553, Year Built: 1948, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 11,671 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 14,005 (year 2040), Design Load: H 20, Features Intersected: MONONGAHELA BROOK, Facility Carried by Structure: WDBURY-GLASSB RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 74.657, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 0.7m (2.3ft), Right: 0.7m (2.3ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 15.9m (52.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 804I03, Location: 2.14 Mi. N of Rte 55 (Lat: 39.786569, Lng: -75.139931), Route carried "on" structure: County highway 553, Year Built: 1948, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 11,671 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 14,005 (year 2040), Design Load: H 20, Features Intersected: MONONGAHELA BROOK, Facility Carried by Structure: WDBURY-GLASSB RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 74.657, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 0.7m (2.3ft), Right: 0.7m (2.3ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 15.9m (52.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 804I04, Location: 0.5 Mi South of Rte 632 (Lat: 39.785800, Lng: -75.162500), Route carried "on" structure: County highway 676, Year Built: 1994, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 8,413 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 10,095 (year 2040), Design Load: HS 20, Features Intersected: CHESTNUT BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.734, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.5m (47.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Inventory Rating: 58.1 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy
Structure Number: 804I04, Location: 0.5 Mi South of Rte 632 (Lat: 39.785800, Lng: -75.162500), Route carried "on" structure: County highway 676, Year Built: 1994, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 8,413 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 10,095 (year 2040), Design Load: HS 20, Features Intersected: CHESTNUT BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.734, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.5m (47.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Inventory Rating: 58.1 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy
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Structure Number: 804I06, Location: 1.23 MI NORTH of NJ RT 55 (Lat: 39.773481, Lng: -75.135831), Route carried "on" structure: County highway 553, Year Built: 1976, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 10,045 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 12,054 (year 2040), Design Load: HS 20, Features Intersected: MANTUA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 73.193, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft), Curb or Sidewalk Widths: Left: 2.2m (7.2ft), Right: 2.2m (7.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 18.8m (61.7ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
Structure Number: 804I06, Location: 1.23 MI NORTH of NJ RT 55 (Lat: 39.773481, Lng: -75.135831), Route carried "on" structure: County highway 553, Year Built: 1976, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 10,045 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 12,054 (year 2040), Design Load: HS 20, Features Intersected: MANTUA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 73.193, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft), Curb or Sidewalk Widths: Left: 2.2m (7.2ft), Right: 2.2m (7.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 18.8m (61.7ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
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Structure Number: 804J08, Location: 4.65 MI EAST of NJ RT 45 (Lat: 39.770311, Lng: -75.133061), Route carried "on" structure: County highway 603, Year Built: 2011, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 9,788 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 11,746 (year 2040), Design Load: HS 25 or greater, Features Intersected: MANTUA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.483, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 14.3m (46.9ft), Out-to-Out Width: 15.4m (50.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, 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: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 804J08, Location: 4.65 MI EAST of NJ RT 45 (Lat: 39.770311, Lng: -75.133061), Route carried "on" structure: County highway 603, Year Built: 2011, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 9,788 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 11,746 (year 2040), Design Load: HS 25 or greater, Features Intersected: MANTUA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.483, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 14.3m (46.9ft), Out-to-Out Width: 15.4m (50.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, 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: April 2020, 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: 805I01, Location: 3.78 mi East of RT NJ 45 (Lat: 39.764419, Lng: -75.147031), Route carried "on" structure: County highway 603, Year Built: 1922, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 9,788 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 11,746 (year 2040), Features Intersected: CHESTNUT BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.083, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Superstructure: Good, Substructure: Good, Channel: Satisfactory, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $209,000, Roadway Improvement Cost: $100,000, Total Project Cost: $561,000 ( Estimate for 2020)
Structure Number: 805I01, Location: 3.78 mi East of RT NJ 45 (Lat: 39.764419, Lng: -75.147031), Route carried "on" structure: County highway 603, Year Built: 1922, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 9,788 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 11,746 (year 2040), Features Intersected: CHESTNUT BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.083, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Superstructure: Good, Substructure: Good, Channel: Satisfactory, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $209,000, Roadway Improvement Cost: $100,000, Total Project Cost: $561,000 ( Estimate for 2020)
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Structure Number: 83216, Location: 1.7 MI N OF CO. 553 JCT (Lat: 39.777561, Lng: -75.115300), Route carried "on" structure: County highway 603, Year Built: 1985, Status: Open, Structure Length: 11.31m (37.11ft), Average Daily Traffic: 2,248 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 3,174 (year 2041), Design Load: HS 20+Mod, Features Intersected: NJ ROUTE 55
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.157, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 41.8m (137.1ft), 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: 16.5m (54.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Inventory Rating: 68.0 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 83216, Location: 1.7 MI N OF CO. 553 JCT (Lat: 39.777561, Lng: -75.115300), Route carried "on" structure: County highway 603, Year Built: 1985, Status: Open, Structure Length: 11.31m (37.11ft), Average Daily Traffic: 2,248 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 3,174 (year 2041), Design Load: HS 20+Mod, Features Intersected: NJ ROUTE 55
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.157, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 41.8m (137.1ft), 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: 16.5m (54.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Inventory Rating: 68.0 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 85016, Location: 2.3MI SW OF NJ47&NJ55 JCT (Lat: 39.774750, Lng: -75.149511), Route carried "on" structure: County highway 676, Year Built: 1937, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 7,757 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 9,465 (year 2041), Design Load: H 20, Features Intersected: MILLVILLE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.060, Lanes on structure: 2, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.1m (65.9ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.13m (6.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $61,000, Roadway Improvement Cost: $11,000, Total Project Cost: $120,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 85016, Location: 2.3MI SW OF NJ47&NJ55 JCT (Lat: 39.774750, Lng: -75.149511), Route carried "on" structure: County highway 676, Year Built: 1937, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 7,757 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 9,465 (year 2041), Design Load: H 20, Features Intersected: MILLVILLE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.060, Lanes on structure: 2, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.1m (65.9ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.13m (6.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $61,000, Roadway Improvement Cost: $11,000, Total Project Cost: $120,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 100012, Location: 200 FT. S.OF VAN DYKE RD. (Lat: 40.400611, Lng: -74.805039), Route carried "on" structure: City street , Year Built: 1933, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 476 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 580 (year 2041), Features Intersected: STONY BROOK TRIBUTARY, Facility Carried by Structure: STONY BROOK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $44,000, Roadway Improvement Cost: $9,000, Total Project Cost: $118,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 100012, Location: 200 FT. S.OF VAN DYKE RD. (Lat: 40.400611, Lng: -74.805039), Route carried "on" structure: City street , Year Built: 1933, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 476 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 580 (year 2041), Features Intersected: STONY BROOK TRIBUTARY, Facility Carried by Structure: STONY BROOK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $44,000, Roadway Improvement Cost: $9,000, Total Project Cost: $118,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 100014, Location: 0.35MI.E OF ROOSEVELT RD. (Lat: 40.570019, Lng: -74.763261), Route carried "on" structure: City street , Year Built: 1923, Year Reconstructed: 1996, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 368 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 449 (year 2041), Design Load: HS 20, Features Intersected: HOLLAND BROOK, Facility Carried by Structure: PINE BANK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 5.4m (17.7ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $140,000, Roadway Improvement Cost: $28,000, Total Project Cost: $238,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 100014, Location: 0.35MI.E OF ROOSEVELT RD. (Lat: 40.570019, Lng: -74.763261), Route carried "on" structure: City street , Year Built: 1923, Year Reconstructed: 1996, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 368 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 449 (year 2041), Design Load: HS 20, Features Intersected: HOLLAND BROOK, Facility Carried by Structure: PINE BANK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 5.4m (17.7ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $140,000, Roadway Improvement Cost: $28,000, Total Project Cost: $238,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 83216, Location: 1.7 MI N OF CO. 553 JCT (Lat: 39.777561, Lng: -75.115300), Route carried "under" structure: State highway 55, Year Built: 1985, Structure Length: 0. m, Average Daily Traffic: 78,933 (year 2021), Truck Traffic: 5%, Features Intersected: NJ ROUTE 55, Facility Carried by Structure: CR 603
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 88.852, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 41.8m (137.1ft)
Structure Number: 83216, Location: 1.7 MI N OF CO. 553 JCT (Lat: 39.777561, Lng: -75.115300), Route carried "under" structure: State highway 55, Year Built: 1985, Structure Length: 0. m, Average Daily Traffic: 78,933 (year 2021), Truck Traffic: 5%, Features Intersected: NJ ROUTE 55, Facility Carried by Structure: CR 603
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 88.852, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 41.8m (137.1ft)