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


  • National Bridge Inventory (NBI) Statistics
  • 51Number of bridges
  • 358ft / 109mTotal length
  • $15,092,000Total costs
  • 1,675,017Total average daily traffic
  • 77,294Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Allenwood
  • No street view available for this location

New bridges in Allenwood, NJ - historical statistics
  • New bridges - historical statistics
  • 11900-1909
  • 11910-1919
  • 31930-1939
  • 11940-1949
  • 161950-1959
  • 141970-1979
  • 51980-1989
  • 11990-1999
  • 72000-2009
  • 22010-2018
Reconstructed bridges in Allenwood, NJ - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 11950-1959
  • 01960-1969
  • 01970-1979
  • 41980-1989
  • 01990-1999
  • 12000-2009
  • 62010-2018
Average Bridge Daily Traffic in Allenwood, NJ
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 19.2%Excellent
  • 26.9%Very good
  • 26.9%Good
  • 11.5%Satisfactory
  • 7.7%Fair
  • 7.7%Serious
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 14.8%Excellent
  • 25.9%Very good
  • 22.2%Good
  • 18.5%Satisfactory
  • 14.8%Fair
  • 3.7%Poor
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 7.4%Excellent
  • 25.9%Very good
  • 22.2%Good
  • 37.0%Satisfactory
  • 7.4%Fair
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 40.0%Good
  • 60.0%Satisfactory
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 50.0%Good
  • 50.0%Satisfactory
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Structure Number: 13000A7,  Location: 3.1 MI NORTH OF CR 537 (Lat: 40.178600,  Lng: -74.115350),  Route carried "on" structure: Other road ,  Year Built: 2000,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 1,072 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,308 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: YELLOW BROOK,  Facility Carried by Structure: BUCKS MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 79.0m (259.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 90.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 71.7 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2017,  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: 13000W2,  Location: 1 Mil. NO. COUNTY RT. 549 (Lat: 40.143331,  Lng: -74.117219),  Route carried "on" structure: Other road ,  Year Built: 1982,  Status: Open,  Structure Length: 0.29m (0.95ft),  Average Daily Traffic: 5,342 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 6,518 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: MANASQUAN RIVER,  Facility Carried by Structure: HOSPITAL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 79.0m (259.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 75.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 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: 0.29m (0.95ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2017,  Bridge Improvement Cost: $724,000,  Roadway Improvement Cost: $130,000,  Total Project Cost: $1,150,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 13000W3,  Location: 0.7 MI. South of RT 524 (Lat: 40.136981,  Lng: -74.107989),  Route carried "on" structure: County highway 21,  Year Built: 1900,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 5.61m (18.41ft),  Average Daily Traffic: 4,610 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,625 (year 2037),  Features Intersected: MANASQUAN RIVER,  Facility Carried by Structure: ALLENWD-LAKEWD.RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.909,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 0.7m (2.3ft),  Navigation Control: Yes ( Vertical Clearance: 15.0m (49.2ft), Horizontal Clearance: 183.0m (600.4ft)),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.1m (88.9ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 51.7 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 replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 56.10m (184.06ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: May 2017,  Underwater Inspection Date: June 2015,  Bridge Improvement Cost: $5,070,000,  Roadway Improvement Cost: $761,000,  Total Project Cost: $7,388,000 ( Estimate for 2017),  Deck Structure Type: Steel plate,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1300W18,  Location: 1 ML E OF GRDN ST PRKWY (Lat: 40.177650,  Lng: -74.090469),  Route carried "on" structure: City street ,  Year Built: 1915,  Year Reconstructed: 1964,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 5,099 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 6,222 (year 2037),  Features Intersected: WRECK POND BROOK,  Facility Carried by Structure: ALLENWOOD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.593,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 79.0m (259.2ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 0.7m (2.3ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 0.8m (2.6ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 30.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 18.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.90m (25.92ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: May 2017,  Underwater Inspection Date: June 2017,  Bridge Improvement Cost: $436,000,  Roadway Improvement Cost: $428,000,  Total Project Cost: $1,200,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 130715,  Location: 1.6 MILE NORTH OF 35 JCT (Lat: 40.135811,  Lng: -74.089989),  Route carried "on" structure: State highway 34,  Year Built: 1935,  Status: Open,  Structure Length: 5.09m (16.70ft),  Average Daily Traffic: 39,734 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 47,680 (year 2036),  Features Intersected: FRMR FREEHLD&JAMESBRG RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.607,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 165.0m (541.3ft),  Skew: 24 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.1m (56.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 2.1m (6.9ft)

Condition: Deck: Serious,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 54.4 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.51m (1.67ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2016,  Bridge Improvement Cost: $2,017,000,  Roadway Improvement Cost: $202,000,  Total Project Cost: $2,440,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1307151,  Location: 2.16 MILES S OF I-195 JCT (Lat: 40.140769,  Lng: -74.092050),  Route carried "on" structure: State highway 34,  Year Built: 1936,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 41,256 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 57,759 (year 2036),  Features Intersected: ATLANTIC AVE (524 SPUR)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.317,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 165.0m (541.3ft),  Skew: 22 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.6m (61.0ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1307151,  Location: 2.16 MILES S OF I-195 JCT (Lat: 40.140769,  Lng: -74.092050),  Route carried "under" structure: Spur County highway 524,  Year Built: 1936,  Structure Length: 0. m,  Average Daily Traffic: 14,580 (year 2016),  Truck Traffic: 4%,  Features Intersected: ATLANTIC AVE (524 SPUR),  Facility Carried by Structure: NJ ROUTE 34
Minimum Vertical Clearance: 0.43m (1.41ft),  Kilometerpoint: 0.014,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.6m (61.0ft)

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Structure Number: 1307155,  Location: AT JCT WITH I-195 (Lat: 40.169800,  Lng: -74.106081),  Route carried "on" structure: State highway 34,  Year Built: 1974,  Status: Open,  Structure Length: 5.46m (17.91ft),  Average Daily Traffic: 31,705 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 38,046 (year 2036),  Design Load: HS 20,  Features Intersected: I-195 & NJ 138
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.647,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 244.0m (800.5ft),  Skew: 22 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.5m (86.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 34.7m (113.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Inventory Rating: 54.4 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 desirable criteria,  Length Of Structure Improvement: 54.60m (179.13ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2016,  Bridge Improvement Cost: $852,000,  Roadway Improvement Cost: $128,000,  Total Project Cost: $1,219,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1307155,  Location: AT JCT WITH I-195 (Lat: 40.169800,  Lng: -74.106081),  Route carried "under" structure: Interstate 195,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 64,071 (year 2016),  Truck Traffic: 9%,  Features Intersected: I-195 & NJ 138,  Facility Carried by Structure: NJ 34
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 54.991,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.5m (86.9ft)

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Structure Number: 131715,  Location: 0.4 MI W RTS 138 & 18 JCT (Lat: 40.171669,  Lng: -74.078331),  Route carried "on" structure: State highway 138,  Year Built: 1941,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 26,314 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 31,577 (year 2037),  Features Intersected: N BRANCH WRECK POND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.235,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 244.0m (800.5ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 3.6m (11.8ft)

Condition: Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2017
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Structure Number: 1317152,  Location: 0.25 MI EAST OF RT 34 (Lat: 40.170019,  Lng: -74.101481),  Route carried "on" structure: State highway 138,  Year Built: 1974,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 29,240 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 34,980 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: GSP SB AND RAMPS A,D & J
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.451,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 128.0m (419.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.5m (109.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 12.9m (42.3ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 90.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 61.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1317152,  Location: 0.25 MI EAST OF RT 34 (Lat: 40.170019,  Lng: -74.101481),  Route carried "under" structure: Other road GSP,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 21,173 (year 2017),  Truck Traffic: 5%,  Features Intersected: GSP SB AND RAMPS A,D & J,  Facility Carried by Structure: NJ RT 138 EB
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 158.086,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 1317152,  Location: 0.25 MI EAST OF RT 34 (Lat: 40.170019,  Lng: -74.101481),  Route carried "under" structure: Ramp Other road GSP,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 17,608 (year 2017),  Truck Traffic: 5%,  Features Intersected: GSP SB AND RAMPS A,D & J,  Facility Carried by Structure: NJ RT 138 EB
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 158.086,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 1317154,  Location: 0.35 EAST OF RT 34 (Lat: 40.170081,  Lng: -74.099919),  Route carried "on" structure: State highway 138,  Year Built: 1974,  Status: Open,  Structure Length: 5.94m (19.49ft),  Average Daily Traffic: 53,210 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 64,926 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: GSP NB & RAMPS F & I
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.579,  Lanes on structure: 3,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 128.0m (419.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.6m (120.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 12.9m (42.3ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 90.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 60.8 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2017,  Bridge Improvement Cost: $43,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $53,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1317154,  Location: 0.35 EAST OF RT 34 (Lat: 40.170081,  Lng: -74.099919),  Route carried "under" structure: Other road GSP,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 21,850 (year 2017),  Truck Traffic: 5%,  Features Intersected: GSP NB & RAMPS F & I,  Facility Carried by Structure: NJ RT 138 EB
Minimum Vertical Clearance: 5.68m (18.64ft),  Kilometerpoint: 158.086,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 1317154,  Location: 0.35 EAST OF RT 34 (Lat: 40.170081,  Lng: -74.099919),  Route carried "under" structure: Ramp Other road GSP,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 18,553 (year 2017),  Truck Traffic: 5%,  Features Intersected: GSP NB & RAMPS F & I,  Facility Carried by Structure: NJ RT 138 EB
Minimum Vertical Clearance: 5.92m (19.42ft),  Kilometerpoint: 158.086,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 1506016,  Location: 1.7 MI NORTH EXIT 90 GSP (Lat: 40.114200,  Lng: -74.123111),  Route carried "on" structure: County highway 549,  Year Built: 1979,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 6,143 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 7,496 (year 2036),  Design Load: HS 20,  Features Intersected: SAWMILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.531,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 3.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2016
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Structure Number: 1506018,  Location: 0.9 mi E of RT 549 (Lat: 40.109600,  Lng: -74.117239),  Route carried "on" structure: County highway ,  Year Built: 1975,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 12,278 (year 2016),  Truck Traffic: 3%,  Average Future Daily Traffic: 14,982 (year 2036),  Design Load: HS 20,  Features Intersected: SAWMILL CREEK,  Facility Carried by Structure: LANES MILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.448,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 1.4m (4.6ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 1.4m (4.6ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2016
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Structure Number: 3490001,  Location: 0.6MI SW OF RT524&30 JCT (Lat: 40.150989,  Lng: -74.126661),  Route carried "on" structure: State lands road ,  Year Built: 1995,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 10 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 14 (year 2037),  Features Intersected: MANASQUAN RIVER,  Facility Carried by Structure: GOLF COURSE BRIDGE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: State Agenciy,  Approaching Roadway Width: 49.0m (160.8ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 4.7m (15.4ft),  Out-to-Out Width: 5.2m (17.1ft)

Condition: Deck: Serious,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 44.5 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 21.90m (71.85ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: October 2017,  Critical Feature Inspection Date: November 2015,  Bridge Improvement Cost: $245,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $342,000 ( Estimate for 2015),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 360948N,  Location: 1 MI S OF MANASQUAN RIVER (Lat: 40.126478,  Lng: -74.125567),  Route carried "on" structure: Other road GSP,  Year Built: 1954,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 3.32m (10.89ft),  Average Daily Traffic: 65,700 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 80,150 (year 2037),  Design Load: HL 93,  Features Intersected: HERBERTSVILLE RD (549)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.263,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 221.0m (725.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 22.1m (72.5ft),  Out-to-Out Width: 23.2m (76.1ft)

Condition: Deck: Excellent,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 50.5 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: 38.9 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 desirable criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 33.20m (108.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2017,  Bridge Improvement Cost: $200,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $800,000 ( Estimate for 2015),  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: 360948N,  Location: 1 MI S OF MANASQUAN RIVER (Lat: 40.126478,  Lng: -74.125567),  Route carried "under" structure: County highway 549,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 14,046 (year 2017),  Features Intersected: HERBERTSVILLE RD (549),  Facility Carried by Structure: GSP NB
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 2.414,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.6m (47.9ft)

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Structure Number: 360949S,  Location: 0.6 MI S of MANASQUAN R. (Lat: 40.126897,  Lng: -74.126028),  Route carried "on" structure: Other road GSP,  Year Built: 1954,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 3.32m (10.89ft),  Average Daily Traffic: 66,800 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 81,500 (year 2037),  Design Load: HL 93,  Features Intersected: HERBERTSVILLE RD (549)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.263,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 226.0m (741.5ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.2m (108.9ft),  Curb-To-Curb Width: 22.6m (74.1ft),  Out-to-Out Width: 23.8m (78.1ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Very good,  Operating Rating: 45.7 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: 35.3 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: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 360949S,  Location: 0.6 MI S of MANASQUAN R. (Lat: 40.126897,  Lng: -74.126028),  Route carried "under" structure: County highway 549,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 14,046 (year 2017),  Truck Traffic: 4%,  Features Intersected: HERBERTSVILLE RD (549),  Facility Carried by Structure: GSP SB
Minimum Vertical Clearance: 4.43m (14.53ft),  Kilometerpoint: 2.414,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.2m (108.9ft)

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Structure Number: 360954S,  Location: 3.4 MI N OF RTS70&88 CIR (Lat: 40.132883,  Lng: -74.120483),  Route carried "on" structure: Other road GSP,  Year Built: 1953,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 3.17m (10.40ft),  Average Daily Traffic: 62,950 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 76,800 (year 2037),  Design Load: HL 93,  Features Intersected: SQUANKUM ROAD (CR 21)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 153.451,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 226.0m (741.5ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.7m (104.0ft),  Curb-To-Curb Width: 22.6m (74.1ft),  Out-to-Out Width: 23.8m (78.1ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Good,  Operating Rating: 64.5 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: 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 360954S,  Location: 3.4 MI N OF RTS70&88 CIR (Lat: 40.132883,  Lng: -74.120483),  Route carried "under" structure: County highway 21,  Year Built: 1953,  Structure Length: 0. m,  Average Daily Traffic: 2,856 (year 2017),  Truck Traffic: 3%,  Features Intersected: SQUANKUM ROAD (CR 21),  Facility Carried by Structure: GSP SB
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 10.525,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.7m (104.0ft)

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Structure Number: 360967N,  Location: 0.93 MI S OF GSP&NJ34 JCT (Lat: 40.149069,  Lng: -74.106444),  Route carried "on" structure: County highway 524,  Year Built: 1983,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 4,830 (year 2016),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,800 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: GSP NB,  Facility Carried by Structure: ATLANTIC AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 57.775,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 94.0m (308.4ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 45.7m (149.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 71.6 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: 55.4 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2016,  Bridge Improvement Cost: $400,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $500,000 ( Estimate for 2016),  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: 360967N,  Location: 0.93 MI S OF GSP&NJ34 JCT (Lat: 40.149069,  Lng: -74.106444),  Route carried "under" structure: Other road GSP,  Year Built: 1983,  Structure Length: 0. m,  Average Daily Traffic: 37,330 (year 2016),  Truck Traffic: 1%,  Features Intersected: GSP NB,  Facility Carried by Structure: ATLANTIC AVE.
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 155.656,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 45.7m (149.9ft)

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Structure Number: 360968S,  Location: 0.93 MI S OF GSP&NJ34 JCT (Lat: 40.148231,  Lng: -74.107100),  Route carried "on" structure: County highway 524,  Year Built: 1985,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 4,830 (year 2016),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,800 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: GSP SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 57.775,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 91.0m (298.6ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 45.7m (149.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 71.6 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: 55.4 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2016,  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: 360968S,  Location: 0.93 MI S OF GSP&NJ34 JCT (Lat: 40.148231,  Lng: -74.107100),  Route carried "under" structure: Other road GSP,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 57,324 (year 2016),  Truck Traffic: 5%,  Features Intersected: GSP SB,  Facility Carried by Structure: ATLANTIC A (CR524)
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 155.656,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 45.7m (149.9ft)

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Structure Number: 360976N,  Location: 0.55 Mi S of NJ138&GSP JC (Lat: 40.161792,  Lng: -74.101975),  Route carried "on" structure: Other road GSP,  Year Built: 1953,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 7.22m (23.69ft),  Average Daily Traffic: 59,696 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 72,840 (year 2036),  Design Load: H 20,  Features Intersected: NJ 34
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 157.152,  Lanes on structure: 5,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 256.0m (839.9ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.4m (112.9ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 26.8m (87.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 44.1 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: 3.4 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: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2016,  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: 360976N,  Location: 0.55 Mi S of NJ138&GSP JC (Lat: 40.161792,  Lng: -74.101975),  Route carried "under" structure: State highway 34,  Year Built: 1953,  Structure Length: 0. m,  Average Daily Traffic: 50,470 (year 2016),  Truck Traffic: 5%,  Features Intersected: NJ 34,  Facility Carried by Structure: GSP NB
Minimum Vertical Clearance: 5.27m (17.29ft),  Kilometerpoint: 5.665,  Lanes on structure: 5,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.4m (112.9ft)

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Structure Number: 360976S,  Location: .6 MI S OF NJ38&GSP JCT (Lat: 40.161142,  Lng: -74.103142),  Route carried "on" structure: Other road GSP,  Year Built: 1972,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 51,285 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 62,568 (year 2036),  Design Load: HS 20,  Features Intersected: SB EXIT RAMP A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 156.975,  Lanes on structure: 4,  Lanes under structure: 1,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 219.0m (718.5ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.7m (81.0ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 23.1m (75.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 55.1 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: 42.4 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 desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2016,  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: 360976S,  Location: .6 MI S OF NJ38&GSP JCT (Lat: 40.161142,  Lng: -74.103142),  Route carried "under" structure: Ramp Other road GSP,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 51,279 (year 2016),  Truck Traffic: 1%,  Features Intersected: SB EXIT RAMP A
Minimum Vertical Clearance: 4.81m (15.78ft),  Kilometerpoint: 156.975,  Lanes on structure: 4,  Lanes under structure: 1,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.7m (81.0ft)

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Structure Number: 360977A,  Location: 0.5MI S OF NJ 38&GSP JCT (Lat: 40.163761,  Lng: -74.103031),  Route carried "on" structure: Ramp Other road GSP,  Year Built: 1953,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 6.83m (22.41ft),  Average Daily Traffic: 9,400 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 13,271 (year 2036),  Design Load: H 20,  Features Intersected: NJ 34,  Facility Carried by Structure: SB EXIT RAMP A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 157.169,  Lanes on structure: 1,  Lanes under structure: 4,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 122.0m (400.3ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.3m (106.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 38.2 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: 29.5 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: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 360977A,  Location: 0.5MI S OF NJ 38&GSP JCT (Lat: 40.163761,  Lng: -74.103031),  Route carried "under" structure: State highway 34,  Year Built: 1953,  Structure Length: 0. m,  Average Daily Traffic: 51,341 (year 2016),  Truck Traffic: 4%,  Features Intersected: NJ 34,  Facility Carried by Structure: SB EXIT RAMP A
Minimum Vertical Clearance: 5.82m (19.09ft),  Kilometerpoint: 5.906,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.3m (106.0ft)

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Structure Number: 360977S,  Location: 0.52mi S of NJ 138&GSP Jc (Lat: 40.163081,  Lng: -74.102692),  Route carried "on" structure: Other road GSP,  Year Built: 1972,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 7.83m (25.69ft),  Average Daily Traffic: 107,232 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 130,823 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: NJ 34
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 157.152,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 219.0m (718.5ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.7m (127.0ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 23.1m (75.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 47.3 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: 36.3 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: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2016,  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: 360977S,  Location: 0.52mi S of NJ 138&GSP Jc (Lat: 40.163081,  Lng: -74.102692),  Route carried "under" structure: State highway 34,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 50,470 (year 2016),  Truck Traffic: 4%,  Features Intersected: NJ 34,  Facility Carried by Structure: GSP SB
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 0.581,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.7m (127.0ft)

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Structure Number: 360982N,  Location: 1.48 Mi w of NJ 18&138JCT (Lat: 40.170100,  Lng: -74.099519),  Route carried "on" structure: State highway 138,  Year Built: 2007,  Status: Open,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 22,466 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 30,232 (year 2036),  Design Load: HS 20,  Features Intersected: GSP NB & INT.98 NB RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.579,  Lanes on structure: 3,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 162.0m (531.5ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.2m (10.5ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 61.9 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: 47.6 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 desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2016,  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: 360982N,  Location: 1.48 Mi w of NJ 18&138JCT (Lat: 40.170100,  Lng: -74.099519),  Route carried "under" structure: Ramp Other road GSP,  Year Built: 2007,  Structure Length: 0. m,  Average Daily Traffic: 10,404 (year 2016),  Truck Traffic: 1%,  Features Intersected: GSP NB & INT.98 NB RAMP,  Facility Carried by Structure: NJ 138 WB
Minimum Vertical Clearance: 0.77m (2.53ft),  Kilometerpoint: 158.086,  Lanes on structure: 3,  Lanes under structure: 3,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 3.2m (10.5ft)

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Structure Number: 360982N,  Location: 1.48 Mi w of NJ 18&138JCT (Lat: 40.170100,  Lng: -74.099519),  Route carried "under" structure: Other road GSP,  Year Built: 2007,  Structure Length: 0. m,  Average Daily Traffic: 34,037 (year 2016),  Truck Traffic: 1%,  Features Intersected: GSP NB & INT.98 NB RAMP,  Facility Carried by Structure: NJ 138 WB
Minimum Vertical Clearance: 7.14m (23.43ft),  Kilometerpoint: 158.086,  Lanes on structure: 3,  Lanes under structure: 4,  Toll: Toll bridge,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 3.2m (10.5ft)

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Structure Number: 360982S,  Location: 1.56 Mi W OF NJ 18&138JCT (Lat: 40.170050,  Lng: -74.101200),  Route carried "on" structure: State highway 138,  Year Built: 2007,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 21,432 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 29,640 (year 2036),  Design Load: HS 20,  Features Intersected: GSP SB & INT.98 SB RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.451,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 162.0m (531.5ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.2m (10.5ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 59.3 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: 45.7 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 desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2016,  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: 360982S,  Location: 1.56 Mi W OF NJ 18&138JCT (Lat: 40.170050,  Lng: -74.101200),  Route carried "under" structure: Ramp Other road GSP,  Year Built: 2007,  Structure Length: 0. m,  Average Daily Traffic: 10,200 (year 2016),  Truck Traffic: 1%,  Features Intersected: GSP SB & INT.98 SB RAMP,  Facility Carried by Structure: NJ 138 WB
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 158.086,  Lanes on structure: 3,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 3.2m (10.5ft)

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Structure Number: 360982S,  Location: 1.56 Mi W OF NJ 18&138JCT (Lat: 40.170050,  Lng: -74.101200),  Route carried "under" structure: Other road GSP,  Year Built: 2007,  Structure Length: 0. m,  Average Daily Traffic: 54,470 (year 2016),  Truck Traffic: 1%,  Features Intersected: GSP SB & INT.98 SB RAMP,  Facility Carried by Structure: NJ 138 WB
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 158.086,  Lanes on structure: 3,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 3.2m (10.5ft)

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Structure Number: 360987S,  Location: 0.54 Mi N of GSP&NJ138 JC (Lat: 40.177969,  Lng: -74.100889),  Route carried "on" structure: Other road GSP,  Year Built: 1954,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 68,034 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 81,640 (year 2036),  Design Load: H 20,  Features Intersected: W. HURLEY POND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 158.955,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 302.0m (990.8ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 29.3m (96.1ft),  Out-to-Out Width: 30.4m (99.7ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 43.7 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: 33.7 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: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2016,  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: 360987S,  Location: 0.54 Mi N of GSP&NJ138 JC (Lat: 40.177969,  Lng: -74.100889),  Route carried "under" structure: City street ,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 2,270 (year 2016),  Truck Traffic: 3%,  Features Intersected: W. HURLEY POND ROAD,  Facility Carried by Structure: GSP SB
Minimum Vertical Clearance: 0.45m (1.48ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 12.8m (42.0ft)

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Structure Number: 360988N,  Location: 0.54 MI N OF GSP&NJ138 JC (Lat: 40.177861,  Lng: -74.099389),  Route carried "on" structure: Other road GSP,  Year Built: 1953,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 70,686 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 84,823 (year 2036),  Design Load: H 20,  Features Intersected: W. HURLEY POND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 158.955,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 195.0m (639.8ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 29.3m (96.1ft),  Out-to-Out Width: 30.4m (99.7ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 37.3 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: 28.8 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: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2016,  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: 360988N,  Location: 0.54 MI N OF GSP&NJ138 JC (Lat: 40.177861,  Lng: -74.099389),  Route carried "under" structure: City street ,  Year Built: 1953,  Structure Length: 0. m,  Average Daily Traffic: 2,223 (year 2016),  Truck Traffic: 3%,  Features Intersected: W. HURLEY POND ROAD,  Facility Carried by Structure: GSP NB
Minimum Vertical Clearance: 0.45m (1.48ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 12.8m (42.0ft)

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Structure Number: 370958S,  Location: 2.3 MI S. of RT 34 & 195 (Lat: 40.137917,  Lng: -74.114717),  Route carried "on" structure: Other road GSP,  Year Built: 2015,  Status: Open,  Structure Length: 5.12m (16.80ft),  Average Daily Traffic: 57,936 (year 2017),  Truck Traffic: 10%,  Average Future Daily Traffic: 70,682 (year 2037),  Design Load: HL 93,  Features Intersected: MANASQUAN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 154.175,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 219.0m (718.5ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.8m (110.9ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 23.1m (75.8ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Satisfactory,  Operating Rating: 5.7 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: 44.1 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: Superior to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2017,  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: 370959N,  Location: 2.3 MI S. of RT. 34 & 195 (Lat: 40.137725,  Lng: -74.113414),  Route carried "on" structure: Other road GSP,  Year Built: 2015,  Status: Open,  Structure Length: 5.36m (17.59ft),  Average Daily Traffic: 62,216 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 75,904 (year 2037),  Design Load: HL 93,  Features Intersected: MANASQUAN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 154.175,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 219.0m (718.5ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 3.6m (11.8ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 23.1m (75.8ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Good,  Operating Rating: 5.8 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: 44.7 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: Superior to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2017,  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: 370975N,  Location: 0.11 MI S. OF NJ 34 (Lat: 40.160311,  Lng: -74.102269),  Route carried "on" structure: Other road GSP,  Year Built: 1953,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 65,160 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 79,495 (year 2036),  Design Load: H 20,  Features Intersected: SB EXIT RAMP A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 156.975,  Lanes on structure: 5,  Lanes under structure: 1,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 256.0m (839.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 26.7m (87.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 51.5 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: 39.5 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 desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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