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

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Structure Number: 817151,  Location: 0.4mi SE of US322&130 JCT (Lat: 39.800989,  Lng: -75.356339),  Route carried "on" structure: US 130,  Year Built: 2018,  Status: Open,  Structure Length: 14.20m (46.59ft),  Average Daily Traffic: 5,013 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 6,015 (year 2040),  Design Load: HL 93,  Features Intersected: Raccoon Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.990,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 32 degrees,  Navigation Control: Yes ( Vertical Clearance: 7.6m (24.9ft), Horizontal Clearance: 37.2m (122.0ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 23.6m (77.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 42.1 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: 32.4 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: 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,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: June 2020,  Underwater Inspection Date: June 2020,  Bridge Improvement Cost: $2,000,  Total Project Cost: $6,611,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Galvanized Reinforcing

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Structure Number: 817156,  Location: 0.35 MI NO. OF US 322 JCT (Lat: 39.802681,  Lng: -75.341519),  Route carried "on" structure: City street ,  Year Built: 1974,  Status: Open,  Structure Length: 6.43m (21.10ft),  Average Daily Traffic: 1,190 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,454 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: US 130,  Facility Carried by Structure: SPRINGERS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  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: 2,  Length of Maximum Span: 31.4m (103.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Inventory Rating: 63.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 82015,  Location: 2.7 MI SW OF JCT 295&322 (Lat: 39.750439,  Lng: -75.376561),  Route carried "on" structure: County highway 602,  Year Built: 1965,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 2,815 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,434 (year 2040),  Design Load: HS 20,  Features Intersected: I-295,  Facility Carried by Structure: HARISON-PDRKTWN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.124,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.4m (66.9ft),  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: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Inventory Rating: 54.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 5.49m (18.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $999,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $1,436,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 820153,  Location: 1.6 MI S OF 295-322 JCT (Lat: 39.761981,  Lng: -75.361311),  Route carried "on" structure: County highway 620,  Year Built: 1966,  Status: Open,  Structure Length: 6.83m (22.41ft),  Average Daily Traffic: 2,521 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,105 (year 2041),  Design Load: HS 20,  Features Intersected: RT I-295,  Facility Carried by Structure: CENTER SQUARE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.189,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Inventory Rating: 57.2 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: 6.80m (22.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $1,122,000,  Roadway Improvement Cost: $159,000,  Total Project Cost: $1,506,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 820154,  Location: 1.2 MI SOUTH OF US 322 (Lat: 39.765700,  Lng: -75.355261),  Route carried "on" structure: County highway 662,  Year Built: 1966,  Status: Open,  Structure Length: 6.34m (20.80ft),  Average Daily Traffic: 6,259 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 7,645 (year 2040),  Design Load: HS 20,  Features Intersected: I-295
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.541,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.4m (66.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 6.34m (20.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $1,166,000,  Roadway Improvement Cost: $167,000,  Total Project Cost: $1,650,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 820155,  Location: .7 MI SOUTH OF US 322 (Lat: 39.770900,  Lng: -75.348631),  Route carried "on" structure: Interstate 295,  Year Built: 1965,  Status: Open,  Structure Length: 6.55m (21.49ft),  Average Daily Traffic: 23,975 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 28,770 (year 2041),  Design Load: HS 20,  Features Intersected: RACCOON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.057,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Navigation Control: Yes ( Vertical Clearance: 7.6m (24.9ft), Horizontal Clearance: 18.3m (60.0ft)),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.0m (68.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 83.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: April 2021,  Underwater Inspection Date: June 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 820156,  Location: .7 MI SOUTH OF US 322 (Lat: 39.771569,  Lng: -75.348411),  Route carried "on" structure: Interstate 295,  Year Built: 1965,  Status: Open,  Structure Length: 6.55m (21.49ft),  Average Daily Traffic: 23,975 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 28,770 (year 2041),  Design Load: HS 20,  Features Intersected: RACCOON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.057,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Navigation Control: Yes ( Vertical Clearance: 7.6m (24.9ft), Horizontal Clearance: 18.3m (60.0ft)),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.0m (68.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 83.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: April 2021,  Underwater Inspection Date: June 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 820157,  Location: AT US 322 INTERCHANGE (Lat: 39.778531,  Lng: -75.339739),  Route carried "on" structure: US 322,  Year Built: 1966,  Status: Open,  Structure Length: 6.98m (22.90ft),  Average Daily Traffic: 12,320 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 20,490 (year 2041),  Design Load: HS 20,  Features Intersected: I-295
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.357,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  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: 3,  Length of Maximum Span: 25.6m (84.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 85.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 6.98m (22.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Roadway Improvement Cost: $272,000,  Total Project Cost: $300,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 820158,  Location: AT US 322 INTERCHANGE (Lat: 39.778239,  Lng: -75.339189),  Route carried "on" structure: US 322,  Year Built: 1968,  Status: Open,  Structure Length: 6.98m (22.90ft),  Average Daily Traffic: 13,514 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 17,410 (year 2041),  Design Load: HS 20,  Features Intersected: I-295
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.357,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  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: 3,  Length of Maximum Span: 25.6m (84.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 85.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 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: Better than present minimum criteria,  Length Of Structure Improvement: 6.98m (22.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Roadway Improvement Cost: $612,000,  Total Project Cost: $673,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 820163,  Location: 1.11 MI. NORTH OF US 322 (Lat: 39.792131,  Lng: -75.328381),  Route carried "on" structure: County highway 671,  Year Built: 1966,  Status: Open,  Structure Length: 6.80m (22.31ft),  Average Daily Traffic: 400 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 489 (year 2040),  Design Load: HS 20,  Features Intersected: I-295
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.697,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.0m (39.4ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.9m (71.9ft),  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: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 6.80m (22.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $1,128,000,  Roadway Improvement Cost: $161,000,  Total Project Cost: $1,593,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 82415,  Location: 0.27 MI EAST OF US 130 (Lat: 39.799311,  Lng: -75.347539),  Route carried "on" structure: US 322,  Year Built: 1939,  Status: Open,  Structure Length: 3.44m (11.29ft),  Average Daily Traffic: 22,180 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 26,615 (year 2041),  Features Intersected: CONRAIL(PENNSGROVE SECO)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.943,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.3m (37.1ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 20.3m (66.6ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 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: Equal to present minimum criteria,  Length Of Structure Improvement: 3.44m (11.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $2,202,000,  Roadway Improvement Cost: $220,000,  Total Project Cost: $3,418,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 824153,  Location: 0.17 MI EAST OF RTE 130 (Lat: 39.801361,  Lng: -75.348239),  Route carried "on" structure: US 322,  Year Built: 1974,  Status: Open,  Structure Length: 11.09m (36.38ft),  Average Daily Traffic: 23,100 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 27,700 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: MAIN ST & MECHANIC ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.782,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 37.8m (124.0ft),  Skew: 31 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 37.8m (124.0ft),  Out-to-Out Width: 39.8m (130.6ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 78.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.09m (36.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $9,537,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $11,312,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1700102,  Location: 3.4 MI. NE OF ROUTE 40 (Lat: 39.716300,  Lng: -75.360850),  Route carried "on" structure: County highway 551,  Year Built: 1968,  Status: Open,  Structure Length: 4.21m (13.81ft),  Average Daily Traffic: 2,714 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,256 (year 2041),  Design Load: H 20,  Features Intersected: OLDMANS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.779,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.4m (44.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: August 2021,  Underwater Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1700116,  Location: 0.8 MI SOUTH OF NJ TRNPK (Lat: 39.695031,  Lng: -75.377469),  Route carried "on" structure: County highway 646,  Year Built: 1966,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 981 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,177 (year 2041),  Features Intersected: TWO PENNY RUN,  Facility Carried by Structure: POINTERS-AUBURN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.015,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 15.0m (49.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Inventory Rating: 68.9 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: 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: August 2021,  Underwater Inspection Date: October 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1712164,  Location: 1.37 MI SOUTH OF INT. 10 (Lat: 39.747889,  Lng: -75.379750),  Route carried "on" structure: Interstate 295,  Year Built: 1965,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 29,916 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 35,899 (year 2040),  Design Load: HS 20,  Features Intersected: OLDMAN'S CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.371,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 1 degrees,  Navigation Control: Yes ( Vertical Clearance: 2.7m (8.9ft), Horizontal Clearance: 12.2m (40.0ft)),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.1m (43.0ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: July 2020,  Underwater Inspection Date: October 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1712165,  Location: 1.37 MI. SOUTH OF INT 10 (Lat: 39.748019,  Lng: -75.380031),  Route carried "on" structure: Interstate 295,  Year Built: 1965,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 30,069 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 36,083 (year 2040),  Design Load: HS 20,  Features Intersected: OLDMANS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.371,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 1 degrees,  Navigation Control: Yes ( Vertical Clearance: 2.7m (8.9ft), Horizontal Clearance: 12.2m (40.0ft)),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.1m (43.0ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: July 2020,  Underwater Inspection Date: October 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 4500002,  Location: 2 MI FROM COMM.BARRY BR (Lat: 39.803281,  Lng: -75.348761),  Route carried "on" structure: US 322,  Year Built: 1974,  Status: Open,  Structure Length: 5.52m (18.11ft),  Average Daily Traffic: 22,340 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 27,259 (year 2038),  Design Load: HS 20,  Features Intersected: US ROUTE 130
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.508,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: Local Toll Authority,  Approaching Roadway Width: 37.8m (124.0ft),  Skew: 20 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: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 37.8m (124.0ft),  Out-to-Out Width: 39.6m (129.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.9 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,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: M00677,  Location: 5.5 MI NORTH OF EXIT 1 (Lat: 39.705358,  Lng: -75.371181),  Route carried "on" structure: County highway 646,  Year Built: 1950,  Status: Open,  Structure Length: 7.68m (25.20ft),  Average Daily Traffic: 1,166 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,473 (year 2040),  Design Load: H 20,  Features Intersected: NJ TURNPIKE,  Facility Carried by Structure: POINTERS-AUBURN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.254,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.1m (79.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 30.8 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: 23.7 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 minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.10m (3.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Roadway Improvement Cost: $15,000,  Total Project Cost: $15,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: M00696,  Location: 5.7 MI NORTH OF EXIT 1 (Lat: 39.706347,  Lng: -75.368436),  Route carried "on" structure: County highway 602,  Year Built: 1950,  Status: Open,  Structure Length: 5.73m (18.80ft),  Average Daily Traffic: 2,575 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,142 (year 2040),  Design Load: H 20,  Features Intersected: NJ TURNPIKE,  Facility Carried by Structure: AUBURN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.805,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.7m (58.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 28.8 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: 22.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.10m (3.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Roadway Improvement Cost: $15,000,  Total Project Cost: $15,000 ( Estimate for 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: M00785,  Location: 5 MI SOUTH OF OF EXIT 2 (Lat: 39.711669,  Lng: -75.353078),  Route carried "on" structure: Other road NJTPK,  Year Built: 1951,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 51,321 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 62,621 (year 2040),  Design Load: HS 20,  Features Intersected: OLDMANS CREEK,  Facility Carried by Structure: NJ TURNPIKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.052,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 29.6m (97.1ft),  Skew: 34 degrees,  Navigation Control: Yes ( Vertical Clearance: 4.6m (15.1ft), Horizontal Clearance: 12.2m (40.0ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.9m (62.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 27.9m (91.5ft),  Out-to-Out Width: 30.5m (100.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 34.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 26.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: April 2020,  Underwater Inspection Date: April 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 817156,  Location: 0.35 MI NO. OF US 322 JCT (Lat: 39.802681,  Lng: -75.341519),  Route carried "under" structure: US 130,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 25,871 (year 2020),  Truck Traffic: 4%,  Features Intersected: US 130,  Facility Carried by Structure: SPRINGERS ROAD
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 20.213,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.4m (103.0ft)

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Structure Number: 82015,  Location: 2.7 MI SW OF JCT 295&322 (Lat: 39.750439,  Lng: -75.376561),  Route carried "under" structure: Interstate 295,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 36,515 (year 2020),  Truck Traffic: 9%,  Features Intersected: I-295,  Facility Carried by Structure: HARISON-PDRKTWN RD
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 14.742,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: 820153,  Location: 1.6 MI S OF 295-322 JCT (Lat: 39.761981,  Lng: -75.361311),  Route carried "under" structure: Interstate 295,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 35,856 (year 2021),  Truck Traffic: 9%,  Features Intersected: RT I-295,  Facility Carried by Structure: CENTER SQUARE RD
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 16.576,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 820154,  Location: 1.2 MI SOUTH OF US 322 (Lat: 39.765700,  Lng: -75.355261),  Route carried "under" structure: Interstate 295,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 59,255 (year 2020),  Truck Traffic: 9%,  Features Intersected: I-295,  Facility Carried by Structure: HighHillRd (CR662)
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 17.252,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: 820157,  Location: AT US 322 INTERCHANGE (Lat: 39.778531,  Lng: -75.339739),  Route carried "under" structure: Interstate 295,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 57,160 (year 2021),  Truck Traffic: 9%,  Features Intersected: I-295,  Facility Carried by Structure: US 322 EB
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 19.183,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.6m (84.0ft)

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Structure Number: 820158,  Location: AT US 322 INTERCHANGE (Lat: 39.778239,  Lng: -75.339189),  Route carried "under" structure: Interstate 295,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 56,600 (year 2021),  Truck Traffic: 9%,  Features Intersected: I-295,  Facility Carried by Structure: US 322 WB
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 19.183,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.6m (84.0ft)

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Structure Number: 820163,  Location: 1.11 MI. NORTH OF US 322 (Lat: 39.792131,  Lng: -75.328381),  Route carried "under" structure: Interstate 295,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 56,754 (year 2020),  Truck Traffic: 9%,  Features Intersected: I-295,  Facility Carried by Structure: OakGroveRd (CR671)
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 20.970,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 824153,  Location: 0.17 MI EAST OF RTE 130 (Lat: 39.801361,  Lng: -75.348239),  Route carried "under" structure: City street ,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 676 (year 2020),  Truck Traffic: 1%,  Features Intersected: MAIN ST & MECHANIC ST,  Facility Carried by Structure: US 322
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.9m (75.1ft)

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Structure Number: 824153,  Location: 0.17 MI EAST OF RTE 130 (Lat: 39.801361,  Lng: -75.348239),  Route carried "under" structure: City street ,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 676 (year 2020),  Truck Traffic: 1%,  Features Intersected: MAIN ST & MECHANIC ST,  Facility Carried by Structure: US 322
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.9m (75.1ft)

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Structure Number: 4500002,  Location: 2 MI FROM COMM.BARRY BR (Lat: 39.803281,  Lng: -75.348761),  Route carried "under" structure: US 130,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 23,402 (year 2012),  Truck Traffic: 4%,  Features Intersected: US ROUTE 130,  Facility Carried by Structure: US ROUTE 322
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 19.650,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.5m (86.9ft)

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Structure Number: M00677,  Location: 5.5 MI NORTH OF EXIT 1 (Lat: 39.705358,  Lng: -75.371181),  Route carried "under" structure: Other road NJTPK,  Year Built: 1950,  Structure Length: 0. m,  Average Daily Traffic: 52,321 (year 2020),  Truck Traffic: 7%,  Features Intersected: NJ TURNPIKE,  Facility Carried by Structure: POINTERS-AUBURN RD
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 10.895,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.1m (79.1ft)

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Structure Number: M00696,  Location: 5.7 MI NORTH OF EXIT 1 (Lat: 39.706347,  Lng: -75.368436),  Route carried "under" structure: Other road NJTPK,  Year Built: 1950,  Structure Length: 0. m,  Average Daily Traffic: 51,321 (year 2020),  Truck Traffic: 12%,  Features Intersected: NJ TURNPIKE,  Facility Carried by Structure: AUBURN ROAD
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 11.587,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.7m (58.1ft)