Bridge Statistics for Shark River Hills, New Jersey (NJ)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 13000N5,  Location: 0.6 MI.SW OF JCT NJ 33 (Lat: 40.203111,  Lng: -74.064550),  Route carried "on" structure: County highway 17,  Year Built: 2001,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 2,066 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,521 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: JUMPING BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.789,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Inventory Rating: 47.2 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: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Galvanized Reinforcing

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Structure Number: 1300W35,  Location: 1/4 MILE EAST OF NJ 18 (Lat: 40.191331,  Lng: -74.059389),  Route carried "on" structure: City street ,  Year Built: 2006,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 6,422 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 7,836 (year 2041),  Design Load: HL 93,  Features Intersected: SHARK RIVER,  Facility Carried by Structure: BRIGHTON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  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: 3,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 59.9 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: 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: May 2021,  Underwater Inspection Date: June 2019,  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: 1300W36,  Location: 1 MI. SO. N.J. RTE.33 (Lat: 40.198669,  Lng: -74.069839),  Route carried "on" structure: City street ,  Year Built: 2021,  Status: Not yet open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 920 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,100 (year 2041),  Design Load: HL 93,  Features Intersected: SHARK RIVER,  Facility Carried by Structure: REMSON MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Maintenance Responsibility: City or Municipal Highway Agency,  Approaching Roadway Width: 9.2m (30.2ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.58m (5.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $1,035,000,  Roadway Improvement Cost: $155,000,  Total Project Cost: $1,775,000 ( Estimate for 2019)

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Structure Number: 1327159,  Location: .3 MILES NORTH OF JCT 138 (Lat: 40.176119,  Lng: -74.072719),  Route carried "on" structure: City street ,  Year Built: 1968,  Status: Open,  Structure Length: 8.81m (28.90ft),  Average Daily Traffic: 1,248 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,522 (year 2041),  Design Load: HS 20,  Features Intersected: NJ ROUTE 18,  Facility Carried by Structure: MONMOUTH BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.8m (101.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 70.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 8.81m (28.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Roadway Improvement Cost: $784,000,  Total Project Cost: $78,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 132716,  Location: 0.85 MI N OF RT 138 JCT (Lat: 40.183319,  Lng: -74.073339),  Route carried "on" structure: County highway 18,  Year Built: 1967,  Status: Open,  Structure Length: 6.61m (21.69ft),  Average Daily Traffic: 5,276 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 6,438 (year 2041),  Design Load: HS 20,  Features Intersected: ROUTE 18,  Facility Carried by Structure: BELMAR BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.562,  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,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.7m (104.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.61m (21.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $821,000,  Roadway Improvement Cost: $143,000,  Total Project Cost: $1,109,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1327161,  Location: 1.7 MI N OF 18 & 138 JCT (Lat: 40.190481,  Lng: -74.068350),  Route carried "on" structure: City street ,  Year Built: 1967,  Status: Open,  Structure Length: 11.83m (38.81ft),  Average Daily Traffic: 6,719 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 8,199 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: ROUTE 18,  Facility Carried by Structure: BRIGHTON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.334,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 42.4m (139.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  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: Wearing Surface: Monolithic Concrete

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Structure Number: 1327162,  Location: 1.88 Mi N of NJ 138 Jct. (Lat: 40.192961,  Lng: -74.059969),  Route carried "on" structure: State highway 18,  Year Built: 1968,  Status: Open,  Structure Length: 3.54m (11.61ft),  Average Daily Traffic: 23,657 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 28,866 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: Shark River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.684,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Navigation Control: Yes ( Vertical Clearance: 3.0m (9.8ft), Horizontal Clearance: 7.3m (24.0ft)),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.54m (11.61ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: May 2021,  Underwater Inspection Date: April 2021,  Bridge Improvement Cost: $522,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $840,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1327163,  Location: 1.0 MI SOUTH OF RT 33 JCT (Lat: 40.193439,  Lng: -74.059931),  Route carried "on" structure: State highway 18,  Year Built: 1968,  Status: Open,  Structure Length: 3.54m (11.61ft),  Average Daily Traffic: 21,138 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 25,793 (year 2040),  Design Load: HS 20,  Features Intersected: SHARK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.684,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Fair,  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: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: July 2020,  Underwater Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 132815,  Location: 1.56 Mi. South of NJ 66 (Lat: 40.205989,  Lng: -74.052619),  Route carried "on" structure: State highway 18,  Year Built: 1965,  Status: Open,  Structure Length: 4.79m (15.72ft),  Average Daily Traffic: 21,135 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 29,839 (year 2040),  Design Load: HS 20,  Features Intersected: NJ 33
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.325,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.2m (99.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 4.79m (15.72ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $710,000,  Roadway Improvement Cost: $43,000,  Total Project Cost: $1,051,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1328151,  Location: 1.56 Mi. South of NJ 66 (Lat: 40.206489,  Lng: -74.052969),  Route carried "on" structure: State highway 18,  Year Built: 1965,  Status: Open,  Structure Length: 4.79m (15.72ft),  Average Daily Traffic: 21,138 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 25,816 (year 2040),  Design Load: HS 20,  Features Intersected: NJ 33
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.325,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.2m (99.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.79m (15.72ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $673,000,  Roadway Improvement Cost: $45,000,  Total Project Cost: $1,003,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1327159,  Location: .3 MILES NORTH OF JCT 138 (Lat: 40.176119,  Lng: -74.072719),  Route carried "under" structure: State highway 18,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 42,289 (year 2021),  Truck Traffic: 5%,  Features Intersected: NJ ROUTE 18,  Facility Carried by Structure: MONMOUTH BLVD
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 9.205,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.8m (101.0ft)

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Structure Number: 132716,  Location: 0.85 MI N OF RT 138 JCT (Lat: 40.183319,  Lng: -74.073339),  Route carried "under" structure: State highway 18,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 39,529 (year 2021),  Truck Traffic: 5%,  Features Intersected: ROUTE 18,  Facility Carried by Structure: BELMAR BLVD
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 10.026,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.7m (104.0ft)

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Structure Number: 1327161,  Location: 1.7 MI N OF 18 & 138 JCT (Lat: 40.190481,  Lng: -74.068350),  Route carried "under" structure: State highway 18,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 39,301 (year 2021),  Truck Traffic: 5%,  Features Intersected: ROUTE 18,  Facility Carried by Structure: BRIGHTON AVENUE
Minimum Vertical Clearance: 6.20m (20.34ft),  Kilometerpoint: 10.976,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.4m (139.1ft)

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Structure Number: 132815,  Location: 1.56 Mi. South of NJ 66 (Lat: 40.205989,  Lng: -74.052619),  Route carried "under" structure: State highway 33,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 21,226 (year 2020),  Truck Traffic: 4%,  Features Intersected: NJ 33,  Facility Carried by Structure: NJ 18 NB
Minimum Vertical Clearance: 6.15m (20.18ft),  Kilometerpoint: 64.422,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.2m (99.1ft)

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Structure Number: 1328151,  Location: 1.56 Mi. South of NJ 66 (Lat: 40.206489,  Lng: -74.052969),  Route carried "under" structure: State highway 33,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 21,222 (year 2020),  Truck Traffic: 4%,  Features Intersected: NJ 33,  Facility Carried by Structure: NJ 18 SB
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 64.390,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.2m (99.1ft)