Bridge Statistics for Matawan, New Jersey (NJ)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 20Number of bridges
- 243ft / 74.3mTotal length
- $18,115,000Total costs
- 560,801Total average daily traffic
- 8,442Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Matawan
- No street view available for this location
- New bridges - historical statistics
- 11900-1909
- 41920-1929
- 71950-1959
- 21960-1969
- 41970-1979
- 21990-1999
- Reconstructed bridges - Historical Statistics
- 21980-1989
- 01990-1999
- 02000-2009
- 12010-2019
- Bridge Condition - Deck
- 41.2%Good
- 41.2%Satisfactory
- 17.6%Fair
- Bridge Condition - Superstructure
- 5.9%Very good
- 23.5%Good
- 47.1%Satisfactory
- 23.5%Fair
- Bridge Condition - Substructure
- 29.4%Good
- 47.1%Satisfactory
- 23.5%Fair
- Bridge Condition - Channel
- 33.3%Very good
- 33.3%Good
- 8.3%Satisfactory
- 25.0%Fair
Find on map >> Show street view
Structure Number: 123B04, Location: 0.33 miles west of CR 645 (Lat: 40.407550, Lng: -74.249400), Route carried "on" structure: County highway 516, Year Built: 1929, Year Reconstructed: 2019, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 9,174 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 11,194 (year 2041), Features Intersected: LEFFERTS LAKE, Facility Carried by Structure: MATAWAN-0. BR. RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.058, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.6m (15.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.7m (2.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.43m (4.69ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: May 2021, Underwater Inspection Date: December 2019, Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 123B04, Location: 0.33 miles west of CR 645 (Lat: 40.407550, Lng: -74.249400), Route carried "on" structure: County highway 516, Year Built: 1929, Year Reconstructed: 2019, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 9,174 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 11,194 (year 2041), Features Intersected: LEFFERTS LAKE, Facility Carried by Structure: MATAWAN-0. BR. RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.058, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.6m (15.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.7m (2.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.43m (4.69ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: May 2021, Underwater Inspection Date: December 2019, Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Other
Find on map >> Show street view
Structure Number: 1300MA2, Location: 0.3 M WEST OF LLOYD ROAD (Lat: 40.406661, Lng: -74.221381), Route carried "on" structure: City street , Year Built: 1900, Year Reconstructed: 1992, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 10,157 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 12,393 (year 2041), Features Intersected: MOHINGSON BROOK, Facility Carried by Structure: CHURCH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.692, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $408,000, Roadway Improvement Cost: $66,000, Total Project Cost: $723,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1300MA2, Location: 0.3 M WEST OF LLOYD ROAD (Lat: 40.406661, Lng: -74.221381), Route carried "on" structure: City street , Year Built: 1900, Year Reconstructed: 1992, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 10,157 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 12,393 (year 2041), Features Intersected: MOHINGSON BROOK, Facility Carried by Structure: CHURCH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.692, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $408,000, Roadway Improvement Cost: $66,000, Total Project Cost: $723,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 1300MA5, Location: 0.18 miles south of NJ 34 (Lat: 40.399069, Lng: -74.231781), Route carried "on" structure: City street , Year Built: 1997, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 5,262 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 6,421 (year 2041), Design Load: HS 20+Mod, Features Intersected: GRAVELLY BROOK, Facility Carried by Structure: MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Inventory Rating: 70.8 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 desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $233,000, Roadway Improvement Cost: $94,000, Total Project Cost: $428,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Galvanized Reinforcing
Structure Number: 1300MA5, Location: 0.18 miles south of NJ 34 (Lat: 40.399069, Lng: -74.231781), Route carried "on" structure: City street , Year Built: 1997, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 5,262 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 6,421 (year 2041), Design Load: HS 20+Mod, Features Intersected: GRAVELLY BROOK, Facility Carried by Structure: MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Inventory Rating: 70.8 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 desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $233,000, Roadway Improvement Cost: $94,000, Total Project Cost: $428,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Galvanized Reinforcing
Find on map >> Show street view
Structure Number: 1300MA9, Location: 1 MI. S. OF EXIT 117 GSP (Lat: 40.415631, Lng: -74.232300), Route carried "on" structure: County highway 6A, Year Built: 1927, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 10,309 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 12,579 (year 2041), Features Intersected: MATAWAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.241, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $29,000, Roadway Improvement Cost: $20,000, Total Project Cost: $65,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1300MA9, Location: 1 MI. S. OF EXIT 117 GSP (Lat: 40.415631, Lng: -74.232300), Route carried "on" structure: County highway 6A, Year Built: 1927, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 10,309 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 12,579 (year 2041), Features Intersected: MATAWAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.241, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $29,000, Roadway Improvement Cost: $20,000, Total Project Cost: $65,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 130915, Location: .2 MILE SOUTH OF 79 JCT (Lat: 40.406081, Lng: -74.232881), Route carried "on" structure: State highway 34, Year Built: 1929, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 19,451 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 23,340 (year 2040), Design Load: H 20, Features Intersected: GRAVELLY BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.776, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 21.0m (68.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.19m (3.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $494,000, Roadway Improvement Cost: $50,000, Total Project Cost: $625,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 130915, Location: .2 MILE SOUTH OF 79 JCT (Lat: 40.406081, Lng: -74.232881), Route carried "on" structure: State highway 34, Year Built: 1929, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 19,451 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 23,340 (year 2040), Design Load: H 20, Features Intersected: GRAVELLY BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.776, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 21.0m (68.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.19m (3.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $494,000, Roadway Improvement Cost: $50,000, Total Project Cost: $625,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Find on map >> Show street view
Structure Number: 1309152, Location: .3 MILE NORTH OF 79 JCT (Lat: 40.411050, Lng: -74.239050), Route carried "on" structure: State highway 34, Year Built: 1990, Status: Open, Structure Length: 5.64m (18.50ft), Average Daily Traffic: 20,100 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 24,530 (year 2040), Design Load: HS 20+Mod, Features Intersected: LEFFERTS LAKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.564, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 27.1m (88.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 19.5m (64.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Fair, Channel: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: August 2020, Underwater Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1309152, Location: .3 MILE NORTH OF 79 JCT (Lat: 40.411050, Lng: -74.239050), Route carried "on" structure: State highway 34, Year Built: 1990, Status: Open, Structure Length: 5.64m (18.50ft), Average Daily Traffic: 20,100 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 24,530 (year 2040), Design Load: HS 20+Mod, Features Intersected: LEFFERTS LAKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.564, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 27.1m (88.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 19.5m (64.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Fair, Channel: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: August 2020, Underwater Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 130MA12, Location: 1 MI NORTH OF ROUTE 34 (Lat: 40.413969, Lng: -74.227031), Route carried "on" structure: City street , Year Built: 1969, Year Reconstructed: 1992, Status: Open, Structure Length: 10.55m (34.61ft), Average Daily Traffic: 6,415 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 7,695 (year 2041), Design Load: HS 20, Features Intersected: LAKE MATAWAN, Facility Carried by Structure: LITTLE STREET
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), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: March 2021, Underwater Inspection Date: April 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 130MA12, Location: 1 MI NORTH OF ROUTE 34 (Lat: 40.413969, Lng: -74.227031), Route carried "on" structure: City street , Year Built: 1969, Year Reconstructed: 1992, Status: Open, Structure Length: 10.55m (34.61ft), Average Daily Traffic: 6,415 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 7,695 (year 2041), Design Load: HS 20, Features Intersected: LAKE MATAWAN, Facility Carried by Structure: LITTLE STREET
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), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: March 2021, Underwater Inspection Date: April 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Find on map >> Show street view
Structure Number: 130MA13, Location: .75 MI.S.OF EXIT 117 GSP (Lat: 40.419339, Lng: -74.226519), Route carried "on" structure: County highway 516, Year Built: 1925, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 11,626 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 14,186 (year 2041), Features Intersected: GRAVELLY BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.116, Lanes on structure: 3, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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: 1.31m (4.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $104,000, Roadway Improvement Cost: $52,000, Total Project Cost: $239,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 130MA13, Location: .75 MI.S.OF EXIT 117 GSP (Lat: 40.419339, Lng: -74.226519), Route carried "on" structure: County highway 516, Year Built: 1925, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 11,626 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 14,186 (year 2041), Features Intersected: GRAVELLY BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.116, Lanes on structure: 3, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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: 1.31m (4.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $104,000, Roadway Improvement Cost: $52,000, Total Project Cost: $239,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 1367149, Location: 0.55 MILES SO. OF RT 516 (Lat: 40.413869, Lng: -74.223931), Route carried "on" structure: City street , Year Built: 1963, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 3,053 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 3,664 (year 2040), Design Load: H 20, Features Intersected: FREEHOLD BR. (ABANDONED), Facility Carried by Structure: ATLANTIC AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Agenciy, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 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, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.13m (3.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $122,000, Roadway Improvement Cost: $24,000, Total Project Cost: $238,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1367149, Location: 0.55 MILES SO. OF RT 516 (Lat: 40.413869, Lng: -74.223931), Route carried "on" structure: City street , Year Built: 1963, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 3,053 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 3,664 (year 2040), Design Load: H 20, Features Intersected: FREEHOLD BR. (ABANDONED), Facility Carried by Structure: ATLANTIC AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Agenciy, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 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, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.13m (3.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $122,000, Roadway Improvement Cost: $24,000, Total Project Cost: $238,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 361192E, Location: 0.26 mi. N GSP/CR516 Jct (Lat: 40.425278, Lng: -74.221228), Route carried "on" structure: Other road GSP, Year Built: 1972, Status: Open, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 38,662 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 47,175 (year 2040), Design Load: H 20, Features Intersected: MATAWAN CREEK, Facility Carried by Structure: Parkway SBI
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 192.075, Lanes on structure: 3, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 60.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.39m (14.40ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: September 2020, Underwater Inspection Date: September 2018, Bridge Improvement Cost: $1,000,000, Roadway Improvement Cost: $200,000, Total Project Cost: $1,200,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 361192E, Location: 0.26 mi. N GSP/CR516 Jct (Lat: 40.425278, Lng: -74.221228), Route carried "on" structure: Other road GSP, Year Built: 1972, Status: Open, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 38,662 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 47,175 (year 2040), Design Load: H 20, Features Intersected: MATAWAN CREEK, Facility Carried by Structure: Parkway SBI
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 192.075, Lanes on structure: 3, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 60.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.39m (14.40ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: September 2020, Underwater Inspection Date: September 2018, Bridge Improvement Cost: $1,000,000, Roadway Improvement Cost: $200,000, Total Project Cost: $1,200,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 361192U, Location: 0.27 mi. N GSP/CR516 Jct (Lat: 40.425122, Lng: -74.221350), Route carried "on" structure: Other road GSP, Year Built: 1953, Status: Open, Structure Length: 4.42m (14.50ft), Average Daily Traffic: 57,432 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 70,078 (year 2040), Design Load: H 20, Features Intersected: MATAWAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 192.075, Lanes on structure: 3, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 14.3m (46.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 14.4m (47.2ft), Out-to-Out Width: 15.3m (50.2ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 52.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 40.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: September 2020, Underwater Inspection Date: September 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 361192U, Location: 0.27 mi. N GSP/CR516 Jct (Lat: 40.425122, Lng: -74.221350), Route carried "on" structure: Other road GSP, Year Built: 1953, Status: Open, Structure Length: 4.42m (14.50ft), Average Daily Traffic: 57,432 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 70,078 (year 2040), Design Load: H 20, Features Intersected: MATAWAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 192.075, Lanes on structure: 3, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 14.3m (46.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 14.4m (47.2ft), Out-to-Out Width: 15.3m (50.2ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 52.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 40.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: September 2020, Underwater Inspection Date: September 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 361193I, Location: 0.28 mi. N GSP/CR516 Jct (Lat: 40.425486, Lng: -74.221028), Route carried "on" structure: Other road GSP, Year Built: 1972, Status: Open, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 46,389 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 56,603 (year 2040), Design Load: H 20, Features Intersected: MATAWAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 192.075, Lanes on structure: 3, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 60.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 47.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.39m (14.40ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: September 2020, Underwater Inspection Date: September 2018, Bridge Improvement Cost: $1,000,000, Roadway Improvement Cost: $200,000, Total Project Cost: $1,200,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 361193I, Location: 0.28 mi. N GSP/CR516 Jct (Lat: 40.425486, Lng: -74.221028), Route carried "on" structure: Other road GSP, Year Built: 1972, Status: Open, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 46,389 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 56,603 (year 2040), Design Load: H 20, Features Intersected: MATAWAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 192.075, Lanes on structure: 3, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 60.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 47.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.39m (14.40ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: September 2020, Underwater Inspection Date: September 2018, Bridge Improvement Cost: $1,000,000, Roadway Improvement Cost: $200,000, Total Project Cost: $1,200,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 361193O, Location: 0.27 mi. N GSP/CR516 Jct (Lat: 40.425600, Lng: -74.220892), Route carried "on" structure: Other road GSP, Year Built: 1953, Status: Open, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 57,430 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 70,078 (year 2040), Design Load: H 20, Features Intersected: MATAWAN CREEK, Facility Carried by Structure: Parkway NBO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 192.075, Lanes on structure: 3, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 14.3m (46.9ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 53.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 41.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: September 2020, Underwater Inspection Date: September 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 361193O, Location: 0.27 mi. N GSP/CR516 Jct (Lat: 40.425600, Lng: -74.220892), Route carried "on" structure: Other road GSP, Year Built: 1953, Status: Open, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 57,430 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 70,078 (year 2040), Design Load: H 20, Features Intersected: MATAWAN CREEK, Facility Carried by Structure: Parkway NBO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 192.075, Lanes on structure: 3, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 14.3m (46.9ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 53.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 41.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: September 2020, Underwater Inspection Date: September 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Find on map >> Show street view
Structure Number: 361199A, Location: 1.25 MI NW OF GSP&RT36 JC (Lat: 40.426497, Lng: -74.230300), Route carried "on" structure: City street , Year Built: 1953, Status: Open, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 9,907 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 12,089 (year 2040), Design Load: HS 20, Features Intersected: NJ TRANSIT RR, Facility Carried by Structure: MATAWAN AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.239, Lanes on structure: 2, Owner: State Toll Authority, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 75.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 58.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.75m (15.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $225,000, Roadway Improvement Cost: $75,000, Total Project Cost: $375,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 361199A, Location: 1.25 MI NW OF GSP&RT36 JC (Lat: 40.426497, Lng: -74.230300), Route carried "on" structure: City street , Year Built: 1953, Status: Open, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 9,907 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 12,089 (year 2040), Design Load: HS 20, Features Intersected: NJ TRANSIT RR, Facility Carried by Structure: MATAWAN AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.239, Lanes on structure: 2, Owner: State Toll Authority, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 75.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 58.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.75m (15.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $225,000, Roadway Improvement Cost: $75,000, Total Project Cost: $375,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 361199T, Location: 2.5 MI NW OF GSP&RT36 JC (Lat: 40.428150, Lng: -74.230050), Route carried "on" structure: City street , Year Built: 1953, Status: Open, Structure Length: 11.43m (37.50ft), Average Daily Traffic: 10,378 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 12,457 (year 2040), Design Load: H 20, Features Intersected: GARDEN STATE PARKWAY, Facility Carried by Structure: MATAWAN AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.481, Lanes on structure: 2, Lanes under structure: 12, Owner: State Toll Authority, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 18.6m (61.0ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 52.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 11.43m (37.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $4,055,000, Roadway Improvement Cost: $795,000, Total Project Cost: $6,758,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 361199T, Location: 2.5 MI NW OF GSP&RT36 JC (Lat: 40.428150, Lng: -74.230050), Route carried "on" structure: City street , Year Built: 1953, Status: Open, Structure Length: 11.43m (37.50ft), Average Daily Traffic: 10,378 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 12,457 (year 2040), Design Load: H 20, Features Intersected: GARDEN STATE PARKWAY, Facility Carried by Structure: MATAWAN AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.481, Lanes on structure: 2, Lanes under structure: 12, Owner: State Toll Authority, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 18.6m (61.0ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 52.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 11.43m (37.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $4,055,000, Roadway Improvement Cost: $795,000, Total Project Cost: $6,758,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 361207T, Location: 1.2 MI NW OF GSP& RT35JCT (Lat: 40.430747, Lng: -74.244994), Route carried "on" structure: County highway 6A, Year Built: 1953, Status: Open, Structure Length: 13.93m (45.70ft), Average Daily Traffic: 9,995 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 12,196 (year 2040), Design Load: HS 20, Features Intersected: GSP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.193, Lanes on structure: 2, Lanes under structure: 12, Owner: State Toll Authority, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 19.5m (64.0ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 64.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 49.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 13.93m (45.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $3,500,000, Roadway Improvement Cost: $185,000, Total Project Cost: $4,500,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 361207T, Location: 1.2 MI NW OF GSP& RT35JCT (Lat: 40.430747, Lng: -74.244994), Route carried "on" structure: County highway 6A, Year Built: 1953, Status: Open, Structure Length: 13.93m (45.70ft), Average Daily Traffic: 9,995 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 12,196 (year 2040), Design Load: HS 20, Features Intersected: GSP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.193, Lanes on structure: 2, Lanes under structure: 12, Owner: State Toll Authority, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 19.5m (64.0ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 64.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 49.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 13.93m (45.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $3,500,000, Roadway Improvement Cost: $185,000, Total Project Cost: $4,500,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Find on map >> Show street view
Structure Number: 361217I, Location: 3 MI SE OF GSP & RT9 JCT (Lat: 40.439700, Lng: -74.259417), Route carried "on" structure: Other road GSP, Year Built: 1975, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 42,722 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 52,121 (year 2040), Design Load: HS 20, Features Intersected: CHEESEQUAKE PARK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 195.857, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 11.3m (37.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 20.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 2.56m (8.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $1,337,000, Roadway Improvement Cost: $134,000, Total Project Cost: $1,764,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other, Deck Protection: Other
Structure Number: 361217I, Location: 3 MI SE OF GSP & RT9 JCT (Lat: 40.439700, Lng: -74.259417), Route carried "on" structure: Other road GSP, Year Built: 1975, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 42,722 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 52,121 (year 2040), Design Load: HS 20, Features Intersected: CHEESEQUAKE PARK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 195.857, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 11.3m (37.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 20.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 2.56m (8.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $1,337,000, Roadway Improvement Cost: $134,000, Total Project Cost: $1,764,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other, Deck Protection: Other
Find on map >> Show street view
Structure Number: 361199T, Location: 2.5 MI NW OF GSP&RT36 JC (Lat: 40.428150, Lng: -74.230050), Route carried "under" structure: Other road GSP, Year Built: 1953, Structure Length: 0. m, Average Daily Traffic: 173,298 (year 2020), Truck Traffic: 1%, Features Intersected: GARDEN STATE PARKWAY, Facility Carried by Structure: MATAWAN AVENUE
Minimum Vertical Clearance: 7.44m (24.41ft), Kilometerpoint: 192.960, Lanes on structure: 2, Lanes under structure: 12, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.6m (61.0ft)
Structure Number: 361199T, Location: 2.5 MI NW OF GSP&RT36 JC (Lat: 40.428150, Lng: -74.230050), Route carried "under" structure: Other road GSP, Year Built: 1953, Structure Length: 0. m, Average Daily Traffic: 173,298 (year 2020), Truck Traffic: 1%, Features Intersected: GARDEN STATE PARKWAY, Facility Carried by Structure: MATAWAN AVENUE
Minimum Vertical Clearance: 7.44m (24.41ft), Kilometerpoint: 192.960, Lanes on structure: 2, Lanes under structure: 12, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.6m (61.0ft)
Find on map >> Show street view
Structure Number: 361207T, Location: 1.2 MI NW OF GSP& RT35JCT (Lat: 40.430747, Lng: -74.244994), Route carried "under" structure: Other road GSP, Year Built: 1953, Structure Length: 0. m, Average Daily Traffic: 18,352 (year 2018), Features Intersected: GSP, Facility Carried by Structure: CLIFFWOOD AVE (6A)
Minimum Vertical Clearance: 4.80m (15.75ft), Kilometerpoint: 194.248, Lanes on structure: 2, Lanes under structure: 12, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.5m (64.0ft)
Structure Number: 361207T, Location: 1.2 MI NW OF GSP& RT35JCT (Lat: 40.430747, Lng: -74.244994), Route carried "under" structure: Other road GSP, Year Built: 1953, Structure Length: 0. m, Average Daily Traffic: 18,352 (year 2018), Features Intersected: GSP, Facility Carried by Structure: CLIFFWOOD AVE (6A)
Minimum Vertical Clearance: 4.80m (15.75ft), Kilometerpoint: 194.248, Lanes on structure: 2, Lanes under structure: 12, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.5m (64.0ft)
Find on map >> Show street view
Structure Number: 361217I, Location: 3 MI SE OF GSP & RT9 JCT (Lat: 40.439700, Lng: -74.259417), Route carried "under" structure: City street , Year Built: 1975, Structure Length: 0. m, Average Daily Traffic: 689 (year 2020), Features Intersected: CHEESEQUAKE PARK ROAD, Facility Carried by Structure: GSP NBI
Minimum Vertical Clearance: 3.89m (12.76ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.4m (80.1ft)
Structure Number: 361217I, Location: 3 MI SE OF GSP & RT9 JCT (Lat: 40.439700, Lng: -74.259417), Route carried "under" structure: City street , Year Built: 1975, Structure Length: 0. m, Average Daily Traffic: 689 (year 2020), Features Intersected: CHEESEQUAKE PARK ROAD, Facility Carried by Structure: GSP NBI
Minimum Vertical Clearance: 3.89m (12.76ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.4m (80.1ft)