Bridge Statistics for Newport, Delaware (DE)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 1154,  Location: NEAR KIAMENSKI YARD (Lat: 39.724119,  Lng: -75.625103),  Route carried "on" structure: City street ,  Year Built: 1980,  Status: Open,  Structure Length: 0.74m (2.43ft),  Average Daily Traffic: 99 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 123 (year 2042),  Design Load: HS 20,  Features Intersected: WATERWAY,  Facility Carried by Structure: MEADOWBROOK AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.5m (11.5ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than 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,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1155 012,  Location: MARSHALLTON (Lat: 39.728369,  Lng: -75.636794),  Route carried "on" structure: County highway 12,  Year Built: 1931,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 3.63m (11.91ft),  Average Daily Traffic: 11,172 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 14,017 (year 2043),  Design Load: H 20,  Features Intersected: RED CLAY CREEK,  Facility Carried by Structure: OLD CAPITAL TRAIL
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.660,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 34.4m (112.9ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 29.8 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: 23.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.63m (11.91ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Critical Feature Inspection Date: Febuary 2021,  Bridge Improvement Cost: $476,000,  Roadway Improvement Cost: $48,000,  Total Project Cost: $714,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1156 331,  Location: S.W. OF NEWPORT (Lat: 39.724553,  Lng: -75.634233),  Route carried "on" structure: County highway 331,  Year Built: 1989,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 2,426 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 3,043 (year 2042),  Design Load: HS 25 or greater,  Features Intersected: RED CLAY CREEK,  Facility Carried by Structure: KIAMENSI RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.2m (23.6ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Fair,  Operating Rating: 44.7 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: 34.3 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 minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  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: 1157E336,  Location: STANTON (Lat: 39.715119,  Lng: -75.640136),  Route carried "on" structure: State highway 4,  Year Built: 1967,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 2.41m (7.91ft),  Average Daily Traffic: 6,636 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 8,326 (year 2042),  Design Load: HS 20,  Features Intersected: RED CLAY CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 12.955,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.4m (76.8ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 46.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.53m (8.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $469,000,  Roadway Improvement Cost: $47,000,  Total Project Cost: $703,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1157W336,  Location: STANTON (Lat: 39.715742,  Lng: -75.640250),  Route carried "on" structure: State highway 4,  Year Built: 1967,  Status: Open,  Structure Length: 2.41m (7.91ft),  Average Daily Traffic: 7,967 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 9,996 (year 2042),  Design Load: HS 20,  Features Intersected: RED CLAY CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 28.936,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.4m (76.8ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 41.8 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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1159 327,  Location: NEWPORT BRIDGE (Lat: 39.710500,  Lng: -75.608792),  Route carried "on" structure: County highway 327,  Year Built: 1929,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 6.49m (21.29ft),  Average Daily Traffic: 3,529 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,987 (year 2038),  Features Intersected: CHRISTINA RIVER,  Facility Carried by Structure: JAMES ST.
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.200,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Navigation Control: Yes ( Vertical Clearance: 1.0m (3.3ft), Horizontal Clearance: 15.0m (49.2ft)),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 3,  Length of Maximum Span: 19.5m (64.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Fair,  Superstructure: Serious,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 35.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.10m (20.01ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: May 2021,  Critical Feature Inspection Date: May 2021,  Underwater Inspection Date: April 2020,  Other Special Inspection Date: November 2021,  Bridge Improvement Cost: $1,500,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $1,700,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1167 090A,  Location: S/E OF STANTON (Lat: 39.708483,  Lng: -75.632533),  Route carried "on" structure: County highway 90A,  Year Built: 1995,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 789 (year 2019),  Truck Traffic: 11%,  Average Future Daily Traffic: 989 (year 2043),  Design Load: HS 20,  Features Intersected: HERSHEY RUN,  Facility Carried by Structure: SEARS BLVD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.177,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft)

Condition: Channel: Very good,  Culverts: Fair,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021

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Structure Number: 1193 332,  Location: MARSHALLTON (Lat: 39.729906,  Lng: -75.636578),  Route carried "on" structure: County highway 332,  Year Built: 1954,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 3,401 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 4,267 (year 2043),  Design Load: H 15,  Features Intersected: RED CLAY CREEK,  Facility Carried by Structure: NEWPORT RD.
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.060,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.6m (34.8ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  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: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.29m (7.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $180,000,  Roadway Improvement Cost: $27,000,  Total Project Cost: $207,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1241E336,  Location: STANTON (Lat: 39.713525,  Lng: -75.644072),  Route carried "on" structure: State highway 4,  Year Built: 1967,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 17,839 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 22,172 (year 2042),  Design Load: HS 20,  Features Intersected: CALF RUN
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.494,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.6m (44.6ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 97.2 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: 79.1 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: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020

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Structure Number: 1241W336,  Location: STANTON (Lat: 39.714175,  Lng: -75.644436),  Route carried "on" structure: State highway 4,  Year Built: 1967,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 17,839 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 22,172 (year 2042),  Design Load: HS 20,  Features Intersected: CALF RUN
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.591,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.5m (44.3ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 41.5 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: 32.1 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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020

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Structure Number: 1256 339,  Location: W. OF NEW CASTLE AIRPORT (Lat: 39.684861,  Lng: -75.632700),  Route carried "on" structure: State highway 58,  Year Built: 1972,  Status: Open,  Structure Length: 5.04m (16.54ft),  Average Daily Traffic: 19,768 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 24,570 (year 2042),  Design Load: HS 20,  Features Intersected: CHRISTINA CREEK,  Facility Carried by Structure: CHURCHMANS RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.960,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 33.0 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: 26.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: July 2020,  Underwater Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1292 34,  Location: N. OF NEW CASTLE AIRPORT (Lat: 39.693111,  Lng: -75.616447),  Route carried "on" structure: County highway 340,  Year Built: 1979,  Status: Open,  Structure Length: 0.89m (2.92ft),  Average Daily Traffic: 437 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 543 (year 2042),  Design Load: HS 20,  Features Intersected: NONESUCH CREEK,  Facility Carried by Structure: AIRPORT RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 4.023,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.5m (24.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.4m (24.3ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 62.5 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: 48.9 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 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 24 months,  Inspection Date: June 2020,  Underwater Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1501 006,  Location: NEWPORT (Lat: 39.712094,  Lng: -75.608294),  Route carried "on" structure: State highway 141,  Year Built: 1978,  Status: Open,  Structure Length: 60.47m (198.39ft),  Average Daily Traffic: 68,686 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 86,182 (year 2043),  Design Load: HS 20+Mod,  Features Intersected: CHRISTINA R.,AMTRAK,SR 4
Minimum Vertical Clearance: 5.37m (17.62ft),  Kilometerpoint: 6.790,  Lanes on structure: 6,  Lanes under structure: 11,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 31.7m (104.0ft),  Skew: 30 degrees,  Navigation Control: Yes ( Vertical Clearance: 10.2m (33.5ft), Horizontal Clearance: 28.0m (91.9ft)),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 19,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 31.4m (103.0ft),  Out-to-Out Width: 32.6m (107.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 33.7 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: 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,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 60.47m (198.39ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: March 2020,  Critical Feature Inspection Date: March 2020,  Underwater Inspection Date: March 2020,  Other Special Inspection Date: March 2021,  Bridge Improvement Cost: $8,000,000,  Roadway Improvement Cost: $800,000,  Total Project Cost: $12,000,000,  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: 1501A6262,  Location: NEWPORT (Lat: 39.712858,  Lng: -75.608264),  Route carried "on" structure: Ramp State highway 141,  Year Built: 1978,  Status: Open,  Structure Length: 9.14m (29.99ft),  Average Daily Traffic: 12,390 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 15,546 (year 2043),  Design Load: HS 20,  Features Intersected: AYRE ST
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 5.780,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 8.9m (29.2ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 34.3 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 minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.14m (29.99ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: March 2020,  Critical Feature Inspection Date: March 2020,  Other Special Inspection Date: March 2021,  Bridge Improvement Cost: $1,000,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $1,500,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1501B6263,  Location: NEWPORT (Lat: 39.712811,  Lng: -75.608742),  Route carried "on" structure: Ramp State highway 141,  Year Built: 1978,  Status: Open,  Structure Length: 9.14m (29.99ft),  Average Daily Traffic: 11,240 (year 2019),  Truck Traffic: 11%,  Average Future Daily Traffic: 14,103 (year 2043),  Design Load: HS 20,  Features Intersected: AYRE ST
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 17.720,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 36.0 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: 27.9 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 minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.14m (29.99ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: March 2020,  Critical Feature Inspection Date: March 2020,  Other Special Inspection Date: March 2021,  Bridge Improvement Cost: $1,000,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $1,500,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1505,  Location: NEWPORT (Lat: 39.717147,  Lng: -75.610836),  Route carried "on" structure: City street ,  Year Built: 1976,  Status: Open,  Structure Length: 4.38m (14.37ft),  Average Daily Traffic: 99 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 124 (year 2043),  Design Load: HS 20,  Features Intersected: SR 141,  Facility Carried by Structure: HIGHLAND AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.4m (83.3ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 14.8m (48.6ft),  Out-to-Out Width: 20.2m (66.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 76.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.38m (14.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $150,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $225,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1509,  Location: NORTH OF NEWPORT (Lat: 39.720181,  Lng: -75.613939),  Route carried "on" structure: City street ,  Year Built: 1976,  Status: Open,  Structure Length: 4.82m (15.81ft),  Average Daily Traffic: 100 (year 2019),  Truck Traffic: 11%,  Average Future Daily Traffic: 125 (year 2043),  Design Load: HS 20,  Features Intersected: SR 141,  Facility Carried by Structure: BURNSIDE BLVD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 23.5m (77.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 33.0 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: 23.3 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 minimum criteria,  Deck Geometry: Equal to 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: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1527 334,  Location: NORTH OF NEWPORT (Lat: 39.725608,  Lng: -75.617142),  Route carried "on" structure: State highway 62,  Year Built: 1979,  Status: Open,  Structure Length: 5.70m (18.70ft),  Average Daily Traffic: 13,226 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 16,438 (year 2042),  Design Load: HS 20,  Features Intersected: SR 141
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.130,  Lanes on structure: 5,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 21 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.3m (92.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 36.0 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: 27.9 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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1531 006,  Location: NORTH OF NEWPORT (Lat: 39.730253,  Lng: -75.619953),  Route carried "on" structure: State highway 141,  Year Built: 1979,  Status: Open,  Structure Length: 6.00m (19.69ft),  Average Daily Traffic: 51,975 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 64,601 (year 2042),  Design Load: HS 20,  Features Intersected: CSX RAILROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 8.920,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 41.5m (136.2ft),  Skew: 21 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.5m (86.9ft),  Curb-To-Curb Width: 41.6m (136.5ft),  Out-to-Out Width: 42.6m (139.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 47.0 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: 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: 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: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1651 332,  Location: N/W OF NEWPORT (Lat: 39.727047,  Lng: -75.630058),  Route carried "on" structure: County highway 332,  Year Built: 2012,  Status: Open,  Structure Length: 2.91m (9.55ft),  Average Daily Traffic: 3,401 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,227 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: CSX,  Facility Carried by Structure: NEWPORT RD.
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.418,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.4m (27.6ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.0m (91.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 53.1 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: 41.1 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.39m (14.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $337,000,  Roadway Improvement Cost: $34,000,  Total Project Cost: $505,000,  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: 1675 006,  Location: NEWPORT (Lat: 39.700347,  Lng: -75.601361),  Route carried "on" structure: State highway 141,  Year Built: 2017,  Status: Open,  Structure Length: 7.92m (25.98ft),  Average Daily Traffic: 54,605 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 67,869 (year 2043),  Design Load: HL 93,  Features Intersected: I 95 & I 295 NB & 6099
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 5.198,  Lanes on structure: 5,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 26.2m (86.0ft),  Out-to-Out Width: 27.1m (88.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 34.3 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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.62m (25.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $1,000,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $1,100,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1676 006,  Location: NEWPORT (Lat: 39.704253,  Lng: -75.603475),  Route carried "on" structure: State highway 141,  Year Built: 2020,  Status: Open,  Structure Length: 7.68m (25.20ft),  Average Daily Traffic: 54,605 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 67,869 (year 2043),  Design Load: HL 93,  Features Intersected: I 95 & 6089
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 5.665,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.2m (82.7ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 23.3m (76.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 63.8 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: 49.2 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: 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,  Length Of Structure Improvement: 7.62m (25.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $1,000,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $1,100,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1677 006,  Location: NEWPORT (Lat: 39.703064,  Lng: -75.605467),  Route carried "on" structure: State highway 141,  Year Built: 2020,  Status: Open,  Structure Length: 7.97m (26.15ft),  Average Daily Traffic: 54,605 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 67,869 (year 2043),  Design Load: HL 93,  Features Intersected: I 95 & 6089
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 5.214,  Lanes on structure: 4,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.2m (66.3ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.2m (86.0ft),  Curb-To-Curb Width: 20.2m (66.3ft),  Out-to-Out Width: 21.0m (68.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.1 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: 41.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1678 006,  Location: NEWPORT (Lat: 39.699844,  Lng: -75.603894),  Route carried "on" structure: State highway 141,  Year Built: 2017,  Status: Open,  Structure Length: 7.67m (25.16ft),  Average Daily Traffic: 27,302 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 33,934 (year 2043),  Design Load: HL 93,  Features Intersected: I 95 & I 295 & 6099
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 14.404,  Lanes on structure: 4,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 22.8m (74.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 46.3 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: 35.6 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.62m (25.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $1,000,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $1,100,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1718 339,  Location: SOUTH OF STANTON (Lat: 39.687361,  Lng: -75.645472),  Route carried "on" structure: State highway 58,  Year Built: 2006,  Status: Open,  Structure Length: 23.95m (78.58ft),  Average Daily Traffic: 19,768 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 32,404 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I 95,  Facility Carried by Structure: CHURCHMANS RD.
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 4.088,  Lanes on structure: 2,  Lanes under structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 6 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 60.7m (199.1ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 19.4m (63.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 88.1 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: 66.7 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: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  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: 1719 056,  Location: S.W. OF NEWPORT (Lat: 39.694439,  Lng: -75.622525),  Route carried "on" structure: Interstate 95,  Year Built: 1962,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 6.80m (22.31ft),  Average Daily Traffic: 117,015 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 145,441 (year 2042),  Design Load: HS 20,  Features Intersected: CHRISTINA CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 16.045,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.5m (86.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 26.5m (86.9ft),  Out-to-Out Width: 27.2m (89.2ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 73.9 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: 57.0 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: 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: July 2020,  Underwater Inspection Date: May 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1720 056,  Location: S.W. OF NEWPORT (Lat: 39.694636,  Lng: -75.622578),  Route carried "on" structure: Interstate 95,  Year Built: 1962,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 6.80m (22.31ft),  Average Daily Traffic: 117,015 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 145,441 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: CHRISTINA CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 16.045,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.9m (85.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 26.5m (86.9ft),  Out-to-Out Width: 27.2m (89.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 73.9 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: 57.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: July 2020,  Underwater Inspection Date: May 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1738 059,  Location: CHRISTIANA INTERCHANGE (Lat: 39.702911,  Lng: -75.589697),  Route carried "on" structure: Interstate 95,  Year Built: 1966,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 3.58m (11.75ft),  Average Daily Traffic: 46,227 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 57,456 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: I 95, I 495 S TO I 295 N
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.850,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.3m (86.3ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.0m (52.5ft),  Curb-To-Curb Width: 26.3m (86.3ft),  Out-to-Out Width: 27.1m (88.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 40.8 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: 31.4 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: 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: September 2020,  Bridge Improvement Cost: $800,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $1,000,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1739 059,  Location: CHRISTIANA INTERCHANGE (Lat: 39.703742,  Lng: -75.588756),  Route carried "on" structure: Interstate 95,  Year Built: 1959,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 92,453 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 114,912 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: I 295 SB
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.979,  Lanes on structure: 5,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.3m (86.3ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 26.3m (86.3ft),  Out-to-Out Width: 27.1m (88.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 34.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.85m (15.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $800,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $1,000,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1740 06,  Location: CHRISTIANA INTERCHANGE (Lat: 39.706550,  Lng: -75.591908),  Route carried "on" structure: Ramp Interstate 495,  Year Built: 1960,  Status: Open,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 8,645 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 10,745 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: I 295 SB,  Facility Carried by Structure: RAMP 6107
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.306,  Lanes on structure: 2,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  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-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 14.7m (48.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 40.2 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: 31.1 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $800,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $1,000,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1745 059,  Location: NORTH OF CHRISTIANA INTER (Lat: 39.720967,  Lng: -75.577158),  Route carried "on" structure: Interstate 95,  Year Built: 1962,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 14.02m (46.00ft),  Average Daily Traffic: 87,587 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 136,935 (year 2042),  Design Load: HS 20,  Features Intersected: NORFOLK SOUTHERN
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 4.180,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 32.9m (107.9ft),  Skew: 6 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 31.9m (104.7ft),  Out-to-Out Width: 33.8m (110.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 59.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 46.0 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: 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,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: April 2021,  Critical Feature Inspection Date: April 2021,  Bridge Improvement Cost: $800,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $1,000,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1800 06,  Location: CHRISTIANA INTERCHANGE (Lat: 39.713797,  Lng: -75.584739),  Route carried "on" structure: Interstate 495,  Year Built: 1965,  Year Reconstructed: 1976,  Status: Open,  Structure Length: 8.84m (29.00ft),  Average Daily Traffic: 38,689 (year 2019),  Truck Traffic: 15%,  Average Future Daily Traffic: 48,087 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: I 95 NB
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.676,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.6m (97.1ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.6m (57.7ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 29.8 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: 23.0 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: Superior to present desirable criteria,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.84m (29.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $800,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $1,000,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other,  Membrane: Other,  Deck Protection: Other

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Structure Number: 1802 06,  Location: NEWPORT (Lat: 39.714975,  Lng: -75.578369),  Route carried "on" structure: Interstate 495,  Year Built: 1965,  Year Reconstructed: 1975,  Status: Open,  Structure Length: 4.37m (14.34ft),  Average Daily Traffic: 38,689 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 48,087 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: N/S RR -ABANDONED
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.000,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.7m (48.2ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 41.5 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: 31.8 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $800,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $1,000,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1803 06,  Location: NEWPORT (Lat: 39.714714,  Lng: -75.578414),  Route carried "on" structure: Interstate 495,  Year Built: 1965,  Year Reconstructed: 1975,  Status: Open,  Structure Length: 4.53m (14.86ft),  Average Daily Traffic: 36,806 (year 2018),  Truck Traffic: 15%,  Average Future Daily Traffic: 46,181 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: Pedestrian Path
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.853,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.7m (48.2ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 41.5 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: 31.8 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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $800,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $1,000,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1831 06,  Location: CHRISTIANA INTERCHANGE (Lat: 39.714256,  Lng: -75.584897),  Route carried "on" structure: Ramp Interstate 495,  Year Built: 1981,  Status: Open,  Structure Length: 55.04m (180.58ft),  Average Daily Traffic: 7,815 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 9,713 (year 2042),  Design Load: HS 20,  Features Intersected: I 95 & I 295 EB
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 18.443,  Lanes on structure: 1,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 50.5m (165.7ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: 36.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: June 2020,  Bridge Improvement Cost: $800,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $1,000,000,  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: 1501 006,  Location: NEWPORT (Lat: 39.712094,  Lng: -75.608294),  Route carried "under" structure: State highway 4,  Year Built: 1978,  Structure Length: 0. m,  Average Daily Traffic: 26,679 (year 2019),  Truck Traffic: 9%,  Features Intersected: CHRISTINA R.,AMTRAK,SR 4
Minimum Vertical Clearance: 6.42m (21.06ft),  Kilometerpoint: 5.391,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 39.6m (129.9ft)

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Structure Number: 1501 006,  Location: NEWPORT (Lat: 39.712094,  Lng: -75.608294),  Route carried "under" structure: City street ,  Year Built: 1978,  Structure Length: 0. m,  Average Daily Traffic: 99 (year 2019),  Truck Traffic: 5%,  Features Intersected: CHRISTINA R.,AMTRAK,SR 4,  Facility Carried by Structure: SR 141
Minimum Vertical Clearance: 9.17m (30.09ft),  Kilometerpoint: 10.020,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 39.6m (129.9ft)

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Structure Number: 1501 006,  Location: NEWPORT (Lat: 39.712094,  Lng: -75.608294),  Route carried "under" structure: State highway 4,  Year Built: 1978,  Structure Length: 0. m,  Average Daily Traffic: 26,679 (year 2019),  Truck Traffic: 9%,  Features Intersected: CHRISTINA R.,AMTRAK,SR 4
Minimum Vertical Clearance: 4.37m (14.34ft),  Kilometerpoint: 15.772,  Lanes on structure: 6,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 39.6m (129.9ft)

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Structure Number: 1501 006,  Location: NEWPORT (Lat: 39.712094,  Lng: -75.608294),  Route carried "under" structure: City street ,  Year Built: 1978,  Structure Length: 0. m,  Average Daily Traffic: 99 (year 2019),  Truck Traffic: 5%,  Features Intersected: CHRISTINA R.,AMTRAK,SR 4,  Facility Carried by Structure: SR 141
Minimum Vertical Clearance: 8.51m (27.92ft),  Kilometerpoint: 0.097,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 39.6m (129.9ft)