Bridge Statistics for Keyport, New Jersey (NJ) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

Find on map >>

Structure Number: 13000R2,  Location: HEAD OF KEYPORT HARBOR (Lat: 40.440000,  Lng: -74.200000),  Route carried "on" structure: County highway 6,  Year Built: 1999,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 10,746 (year 2006),  Truck Traffic: 2%,  Average Future Daily Traffic: 16,000 (year 2026),  Features Intersected: LUPPATATONG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.384,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.1m (29.9ft),  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: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 48.1 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Galvanized Reinforcing

Find on map >>

Structure Number: 13000R3,  Location: KEYPORT BOROUGH (Lat: 40.441667,  Lng: -74.196667),  Route carried "on" structure: County highway ,  Year Built: 1930,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 5,823 (year 2006),  Truck Traffic: 3%,  Average Future Daily Traffic: 8,653 (year 2026),  Features Intersected: CHINGARORA CREEK,  Facility Carried by Structure: BROADWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.239,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.0m,  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 52.6 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.10m (3.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Bridge Improvement Cost: $398,000,  Roadway Improvement Cost: $104,000,  Total Project Cost: $678,000 ( Estimate for 2003),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 13000R4,  Location: KEYPORT BOROUGH (Lat: 40.441667,  Lng: -74.193333),  Route carried "on" structure: City street ,  Year Built: 1920,  Year Reconstructed: 1964,  Status: Posted for load,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 5,300 (year 2003),  Truck Traffic: 2%,  Average Future Daily Traffic: 6,750 (year 2022),  Features Intersected: CHINGARORA CREEK,  Facility Carried by Structure: STONE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  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: 0.0m,  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Very good,  Superstructure: Poor,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 11.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 7.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 1.40m (4.59ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: September 2006,  Critical Feature Inspection Date: September 2006,  Other Special Inspection Date: September 2006,  Bridge Improvement Cost: $511,000,  Roadway Improvement Cost: $104,000,  Total Project Cost: $830,000 ( Estimate for 2002),  Deck Structure Type: Open Grating

Find on map >>

Structure Number: 130MA14,  Location: NEAR KEYPORT HARBOR (Lat: 40.311667,  Lng: -74.016667),  Route carried "on" structure: County highway 6,  Year Built: 1915,  Year Reconstructed: 1990,  Status: Posted for load,  Structure Length: 8.26m (27.10ft),  Average Daily Traffic: 8,120 (year 2006),  Truck Traffic: 3%,  Average Future Daily Traffic: 12,070 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: MATAWAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.837,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Navigation Control: Yes ( Vertical Clearance: 1.8m (5.9ft), Horizontal Clearance: 14.6m (47.9ft)),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 2,  Length of Maximum Span: 21.6m (70.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Poor,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 23.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 10.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 9.30m (30.51ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: October 2006,  Critical Feature Inspection Date: October 2006,  Underwater Inspection Date: December 2006,  Other Special Inspection Date: October 2006,  Bridge Improvement Cost: $3,508,000,  Roadway Improvement Cost: $76,000,  Total Project Cost: $4,978,000 ( Estimate for 2000),  Deck Structure Type: Open Grating

Find on map >>

Structure Number: 1313153,  Location: AT 35-36-GSP JCT (Lat: 40.425436,  Lng: -74.200558),  Route carried "on" structure: State highway 35,  Year Built: 1931,  Year Reconstructed: 1955,  Status: Open,  Structure Length: 3.54m (11.61ft),  Average Daily Traffic: 21,900 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 30,600 (year 2027),  Features Intersected: NJ RT 36EB,RAMP G(GSP)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 69.459,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 17.4m (57.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 1313155,  Location: 0.4 MI N OF 35-36 JCT (Lat: 40.426667,  Lng: -74.208333),  Route carried "on" structure: State highway 35,  Year Built: 1927,  Year Reconstructed: 1965,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 38,300 (year 2005),  Truck Traffic: 4%,  Average Future Daily Traffic: 53,760 (year 2025),  Features Intersected: LUPPATATONG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 70.087,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 29.3m (96.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 1313157,  Location: 0.4MI SE OF MATAWAN CREEK (Lat: 40.428333,  Lng: -74.211667),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 10,530 (year 2007),  Truck Traffic: 3%,  Average Future Daily Traffic: 14,742 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: ROUTE 35,  Facility Carried by Structure: BROADWAY AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.131,  Lanes on structure: 4,  Lanes under structure: 5,  Owner: State 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: 29.9m (98.1ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 15.3m (50.2ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>

Structure Number: 1313153,  Location: AT 35-36-GSP JCT (Lat: 40.425436,  Lng: -74.200558),  Route carried "under" structure: State highway 36,  Year Built: 1931,  Structure Length: 3.54m (11.61ft),  Average Daily Traffic: 17,800 (year 2007),  Truck Traffic: 4%,  Features Intersected: NJ RT 36EB,RAMP G(GSP),  Facility Carried by Structure: NJ 35 NB
Minimum Vertical Clearance: 4.69m (15.39ft),  Kilometerpoint: 39.268,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.4m (57.1ft)

Find on map >>

Structure Number: 1313153,  Location: AT 35-36-GSP JCT (Lat: 40.425436,  Lng: -74.200558),  Route carried "under" structure: Ramp Other road GSP,  Year Built: 1931,  Structure Length: 3.54m (11.61ft),  Average Daily Traffic: 7,200 (year 2007),  Truck Traffic: 4%,  Features Intersected: NJ RT 36EB,RAMP G(GSP),  Facility Carried by Structure: NJ 35 NB
Minimum Vertical Clearance: 4.69m (15.39ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.4m (57.1ft)

Find on map >>

Structure Number: 1313157,  Location: 0.4MI SE OF MATAWAN CREEK (Lat: 40.428333,  Lng: -74.211667),  Route carried "under" structure: State highway 35,  Year Built: 1965,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 43,565 (year 2007),  Truck Traffic: 4%,  Features Intersected: ROUTE 35,  Facility Carried by Structure: BROADWAY AVE
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 70.344,  Lanes on structure: 4,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.9m (98.1ft)