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

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Structure Number: 1230 352,  Location: EAST OF NEWARK (Lat: 39.685806,  Lng: -75.702114),  Route carried "on" structure: County highway 352,  Year Built: 1978,  Status: Open,  Structure Length: 6.43m (21.10ft),  Average Daily Traffic: 15,079 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 18,742 (year 2042),  Design Load: HS 20,  Features Intersected: AMTRAK,  Facility Carried by Structure: RED MILL RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.950,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.8m (45.3ft),  Skew: 1 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 or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  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: 24.6 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 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: 1236 352,  Location: EAST OF NEWARK (Lat: 39.690914,  Lng: -75.706789),  Route carried "on" structure: County highway 352,  Year Built: 1970,  Status: Open,  Structure Length: 5.33m (17.49ft),  Average Daily Traffic: 22,887 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 28,446 (year 2042),  Design Load: HS 20,  Features Intersected: WHITE CLAY CREEK,  Facility Carried by Structure: RED MILL RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.642,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.3m (40.4ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: 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: 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: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1242 352,  Location: EAST OF NEWARK (Lat: 39.691525,  Lng: -75.708142),  Route carried "on" structure: County highway 352,  Year Built: 1971,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 18,195 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 28,446 (year 2042),  Design Load: HS 20,  Features Intersected: STREAM MILL POND,  Facility Carried by Structure: RED MILL RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.770,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.3m (43.6ft),  Skew: 20 degrees,  Material/Design: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.0m (16.4ft)

Condition: Channel: Good,  Culverts: Poor,  Operating Rating: 32.7 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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2021

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Structure Number: 1245 355,  Location: EAST OF NEWARK (Lat: 39.690208,  Lng: -75.687036),  Route carried "on" structure: County highway 355,  Year Built: 1972,  Status: Open,  Structure Length: 6.75m (22.15ft),  Average Daily Traffic: 23,043 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 28,912 (year 2043),  Design Load: HS 20,  Features Intersected: AMTRAK,  Facility Carried by Structure: HARMONY RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.850,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.8m (94.5ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 29.5 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: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $848,000,  Total Project Cost: $848,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1246 347,  Location: W. OF CHRISTIANA (Lat: 39.666317,  Lng: -75.690667),  Route carried "on" structure: County highway 347,  Year Built: 1983,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 10,087 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 13,507 (year 2040),  Design Load: HS 20,  Features Intersected: WATERWAY,  Facility Carried by Structure: CHAPMAN RD.
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.9m (45.6ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.3m (10.8ft)

Condition: Channel: Satisfactory,  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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.76m (2.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $20,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $23,000

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Structure Number: 1247,  Location: TODD ESTATES (Lat: 39.678708,  Lng: -75.716800),  Route carried "on" structure: City street ,  Year Built: 1976,  Status: Open,  Structure Length: 0.78m (2.56ft),  Average Daily Traffic: 99 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 123 (year 2042),  Design Load: HS 20,  Features Intersected: TRIB. TO WHITE CLAY CREE,  Facility Carried by Structure: BRENNEN DR
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.8m (25.6ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 34.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than 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: 1251 355,  Location: NORTH OF OGLETOWN (Lat: 39.697647,  Lng: -75.696186),  Route carried "on" structure: County highway 355,  Year Built: 1973,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 5.61m (18.41ft),  Average Daily Traffic: 18,674 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 23,430 (year 2042),  Design Load: HS 20,  Features Intersected: WHITE CLAY CREEK,  Facility Carried by Structure: HARMONY RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.010,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 16.0m (52.5ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 58.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 45.0 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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  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: 1253 026,  Location: S/E OF NEWARK (Lat: 39.644894,  Lng: -75.720067),  Route carried "on" structure: County highway 26,  Year Built: 1982,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 1.26m (4.13ft),  Average Daily Traffic: 19,112 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 23,754 (year 2042),  Design Load: HS 20,  Features Intersected: TRIB OF CHRISTINA CRK,  Facility Carried by Structure: OLD BALTIMORE PK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 6.260,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.1m (33.1ft),  Curb or Sidewalk Widths: Left: 2.2m (7.2ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 25.0m (82.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 77.8 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: 59.9 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,  Inspection Date: August 2020,  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: 1254 35,  Location: S/E OF NEWARK (Lat: 39.674511,  Lng: -75.720178),  Route carried "on" structure: County highway 350,  Year Built: 2017,  Status: Open,  Structure Length: 0.84m (2.76ft),  Average Daily Traffic: 2,706 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 3,363 (year 2043),  Design Load: HL 93,  Features Intersected: COOL RUN,  Facility Carried by Structure: OLD NEWARK RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.030,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.4m (27.6ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 63.2 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: 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.14m (3.74ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $308,000,  Roadway Improvement Cost: $46,000,  Total Project Cost: $354,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1255 018C,  Location: NORTH OF OGLETOWN (Lat: 39.682875,  Lng: -75.709850),  Route carried "on" structure: County highway 18C,  Year Built: 1999,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 1,355 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,700 (year 2043),  Design Load: HS 25 or greater,  Features Intersected: TRIBUTARY WHITE CLAY CRK,  Facility Carried by Structure: OLD OGLETOWN RD.
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.531,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.9m (45.6ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 92.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1266A347,  Location: NORTHWEST OF CHRISTIANA (Lat: 39.676750,  Lng: -75.662722),  Route carried "on" structure: County highway 347,  Year Built: 2018,  Status: Open,  Structure Length: 3.44m (11.29ft),  Average Daily Traffic: 21,396 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 26,593 (year 2040),  Design Load: HL 93,  Features Intersected: TRIB TO CHRISTINA RIVER,  Facility Carried by Structure: EAGLE RUN RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.5m (109.9ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 0.0m,  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 57.3 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: 38.6 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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 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: 1268A6052,  Location: CHRISTIANA MALL (Lat: 39.680694,  Lng: -75.656722),  Route carried "on" structure: Ramp Interstate 6052,  Year Built: 2013,  Status: Open,  Structure Length: 11.24m (36.88ft),  Average Daily Traffic: 28,576 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 35,517 (year 2042),  Design Load: HL 93,  Features Intersected: SR7,  Facility Carried by Structure: SR1NB-I95NB RAMP
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 8.513,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.7m (41.7ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 55.0m (180.4ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 47.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 36.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1268B6052,  Location: CHRISTIANA MALL (Lat: 39.684819,  Lng: -75.653028),  Route carried "on" structure: Ramp Interstate 6052,  Year Built: 2013,  Status: Open,  Structure Length: 22.95m (75.30ft),  Average Daily Traffic: 21,756 (year 2019),  Truck Traffic: 11%,  Average Future Daily Traffic: 27,041 (year 2042),  Design Load: Greater than HL93,  Features Intersected: I95 NB,  Facility Carried by Structure: SR1NB-I95NB RAMP
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 59.2m (194.2ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 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: Better than 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: 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: 1286A6505,  Location: OGLETOWN (Lat: 39.679189,  Lng: -75.695175),  Route carried "on" structure: Ramp State highway 273,  Year Built: 1997,  Status: Open,  Structure Length: 5.39m (17.68ft),  Average Daily Traffic: 16,637 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 20,678 (year 2042),  Design Load: HS 25 or greater,  Features Intersected: SR 4
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.100,  Lanes on structure: 1,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.1m (88.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 85.9 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: 66.1 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: June 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: 1286E018,  Location: OGLETOWN (Lat: 39.678697,  Lng: -75.696092),  Route carried "on" structure: State highway 273,  Year Built: 1988,  Status: Open,  Structure Length: 7.20m (23.62ft),  Average Daily Traffic: 24,266 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 30,447 (year 2043),  Design Load: HS 25 or greater,  Features Intersected: SR4
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 4.039,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.0m (114.8ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Inventory Rating: 68.1 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.92m (25.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  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: 1286W018,  Location: OGLETOWN (Lat: 39.678828,  Lng: -75.695850),  Route carried "on" structure: State highway 273,  Year Built: 1997,  Status: Open,  Structure Length: 7.58m (24.87ft),  Average Daily Traffic: 24,266 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 30,447 (year 2043),  Design Load: HS 25 or greater,  Features Intersected: SR 4
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 4.039,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.5m (116.5ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Inventory Rating: 77.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.92m (25.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  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: 1287E018,  Location: OGLETOWN / EAST NEWARK (Lat: 39.685408,  Lng: -75.703369),  Route carried "on" structure: State highway 273,  Year Built: 1997,  Status: Open,  Structure Length: 8.90m (29.20ft),  Average Daily Traffic: 12,900 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 16,033 (year 2043),  Design Load: HS 25 or greater,  Features Intersected: AMTRAK,  Facility Carried by Structure: NEWARK-CHRISTIANA
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.042,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 40.8m (133.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 42.8 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: 33.0 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.45m (31.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  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: 1287W018,  Location: OGLETOWN (Lat: 39.685486,  Lng: -75.703103),  Route carried "on" structure: State highway 273,  Year Built: 1997,  Status: Open,  Structure Length: 8.90m (29.20ft),  Average Daily Traffic: 25,799 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 32,066 (year 2043),  Design Load: HS 25 or greater,  Features Intersected: AMTRAK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 10.235,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 40.8m (133.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.6m (51.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 43.1 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: 33.4 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.45m (31.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  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: 1355 356,  Location: S. OF NEWARK (Lat: 39.637483,  Lng: -75.728619),  Route carried "on" structure: State highway 72,  Year Built: 1969,  Status: Open,  Structure Length: 2.66m (8.73ft),  Average Daily Traffic: 18,767 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 23,326 (year 2042),  Design Load: HS 20,  Features Intersected: CHRISTINA CREEK,  Facility Carried by Structure: SUNSET LAKE RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 9.543,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.9m (29.2ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 60.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  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: July 2020,  Underwater Inspection Date: April 2018,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1648E018,  Location: OLGETOWN (Lat: 39.684386,  Lng: -75.710211),  Route carried "on" structure: State highway 273,  Year Built: 1997,  Status: Open,  Structure Length: 2.67m (8.76ft),  Average Daily Traffic: 12,857 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 15,980 (year 2043),  Design Load: HS 20+Mod,  Features Intersected: COOL RUN
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.446,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 67.7 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: 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.05m (3.44ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1648W018,  Location: OGLETOWN (Lat: 39.684553,  Lng: -75.710389),  Route carried "on" structure: State highway 273,  Year Built: 1997,  Status: Open,  Structure Length: 2.67m (8.76ft),  Average Daily Traffic: 12,857 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 15,980 (year 2043),  Design Load: HS 20+Mod,  Features Intersected: COOL RUN
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 10.895,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 66.1 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: 41.8 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: Better than 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,  Length Of Structure Improvement: 1.05m (3.44ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1714 347,  Location: E. OF NEWARK (Lat: 39.666325,  Lng: -75.686625),  Route carried "on" structure: County highway 347,  Year Built: 1963,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 17.98m (58.99ft),  Average Daily Traffic: 9,740 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 15,228 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: I 95, DELAWARE TURNPIKE,  Facility Carried by Structure: CHAPMAN RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.837,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 41.1m (134.8ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 48.6 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: 37.6 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: July 2020,  Other Special Inspection Date: July 2021,  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: 1715 018,  Location: EAST OF OGLETOWN (Lat: 39.672067,  Lng: -75.675325),  Route carried "on" structure: State highway 273,  Year Built: 1971,  Status: Open,  Structure Length: 14.02m (46.00ft),  Average Daily Traffic: 29,229 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 36,329 (year 2043),  Design Load: HS 20+Mod,  Features Intersected: I 95, DELAWARE TURNPIKE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 6.019,  Lanes on structure: 4,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.8m (81.4ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 31.1m (102.0ft),  Curb-To-Curb Width: 24.8m (81.4ft),  Out-to-Out Width: 26.7m (87.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  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: 41.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1715A6048,  Location: EAST OF OGLETOWN (Lat: 39.671875,  Lng: -75.675608),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1972,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 14.42m (47.31ft),  Average Daily Traffic: 9,095 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 11,304 (year 2043),  Design Load: HS 20+Mod,  Features Intersected: I 95,  Facility Carried by Structure: RAMP 6048
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.418,  Lanes on structure: 1,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 31.4m (103.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 48.6 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: 37.6 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: 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1715B6047,  Location: EAST OF OGLETOWN (Lat: 39.671481,  Lng: -75.676222),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1963,  Year Reconstructed: 1973,  Status: Open,  Structure Length: 14.40m (47.24ft),  Average Daily Traffic: 14,630 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 18,184 (year 2043),  Design Load: HS 20+Mod,  Features Intersected: I95 / JFK MEM HGWY
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.241,  Lanes on structure: 1,  Lanes under structure: 11,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 31.0m (101.7ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  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: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: 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: May 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: Integral Concrete

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Structure Number: 1715C6047,  Location: EAST OF NEWARK (Lat: 39.670381,  Lng: -75.673814),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1970,  Status: Open,  Structure Length: 7.19m (23.59ft),  Average Daily Traffic: 15,462 (year 2019),  Truck Traffic: 15%,  Average Future Daily Traffic: 19,218 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SR 273/CHRISTIANA RD.,  Facility Carried by Structure: RAMP 6047
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.499,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 58.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 45.0 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 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: 1715D6048,  Location: EAST OF OGLETOWN (Lat: 39.673794,  Lng: -75.677025),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1972,  Status: Open,  Structure Length: 6.19m (20.31ft),  Average Daily Traffic: 9,095 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 11,304 (year 2043),  Design Load: HS 20+Mod,  Features Intersected: SR 273,  Facility Carried by Structure: RAMP 6048
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.209,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.6m (74.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 63.2 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: 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1716 056,  Location: NORTH OF CHRISTIANA (Lat: 39.684064,  Lng: -75.656289),  Route carried "on" structure: Interstate 95,  Year Built: 1963,  Year Reconstructed: 1970,  Status: Open,  Structure Length: 6.31m (20.70ft),  Average Daily Traffic: 116,721 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 145,075 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SR1/KOREAN WAR VET MEM
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 40.330,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 45.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 35.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.31m (20.70ft),  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,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 1716A6059,  Location: NORTH OF CHRISTIANA (Lat: 39.684422,  Lng: -75.656192),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1977,  Status: Open,  Structure Length: 8.53m (27.99ft),  Average Daily Traffic: 6,960 (year 2019),  Truck Traffic: 12%,  Average Future Daily Traffic: 8,650 (year 2042),  Design Load: HS 20,  Features Intersected: SR1/KOREAN WAR VET MEM,  Facility Carried by Structure: RAMP 6059
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.370,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.2m (99.1ft),  Curb-To-Curb Width: 18.8m (61.7ft),  Out-to-Out Width: 21.4m (70.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 42.4 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: 32.7 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: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.10m (20.01ft),  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,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1716B6058,  Location: WEST OF CHRISTIANA MALL (Lat: 39.684958,  Lng: -75.653528),  Route carried "on" structure: Ramp Other road 6058,  Year Built: 2014,  Status: Open,  Structure Length: 25.11m (82.38ft),  Average Daily Traffic: 29,239 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 36,341 (year 2042),  Design Load: Greater than HL93,  Features Intersected: I95 JFK MEM HWY,  Facility Carried by Structure: I95SB - SR1SB RAMP
Minimum Vertical Clearance: 7.12m (23.36ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.4m (50.5ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 76.1m (249.7ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 56.7 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: 43.7 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum 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: 1716C6058,  Location: WEST OF CHRISTIANA MALL (Lat: 39.680944,  Lng: -75.656833),  Route carried "on" structure: Ramp State highway 6052,  Year Built: 2014,  Status: Open,  Structure Length: 14.94m (49.02ft),  Average Daily Traffic: 29,714 (year 2019),  Truck Traffic: 11%,  Average Future Daily Traffic: 36,932 (year 2042),  Design Load: Greater than HL93,  Features Intersected: STANTON CHRISTIANA RD,  Facility Carried by Structure: I95SB - SR1SB RAMP
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 42.9m (140.7ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 48.0 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: 36.9 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: 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: 1716D6058,  Location: CHRISTINA MALL (Lat: 39.681139,  Lng: -75.657139),  Route carried "on" structure: State highway 6058,  Year Built: 2014,  Status: Open,  Structure Length: 17.98m (58.99ft),  Average Daily Traffic: 4,783 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 5,944 (year 2042),  Design Load: Greater than HL93,  Features Intersected: STANTON CHRISTIANA RD,  Facility Carried by Structure: I95/SR1SB-SR7 RAMP
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 49.2m (161.4ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 50.9 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: 39.2 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: Meets minimum limits,  Underclear: Superior to present desirable 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: 1717 056,  Location: NORTH OF CHRISTIANA (Lat: 39.683806,  Lng: -75.656361),  Route carried "on" structure: Interstate 95,  Year Built: 1963,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 6.37m (20.90ft),  Average Daily Traffic: 102,934 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 131,620 (year 2042),  Design Load: HL 93,  Features Intersected: SR1/KOREAN WAR VET MEM
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 12.875,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.4m (70.2ft),  Curb-To-Curb Width: 25.8m (84.6ft),  Out-to-Out Width: 26.6m (87.3ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 56.7 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: 43.7 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: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.52m (21.39ft),  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 Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1717A6053,  Location: CHRISTIANA MALL (Lat: 39.681667,  Lng: -75.656861),  Route carried "on" structure: State highway 6053,  Year Built: 2014,  Status: Open,  Structure Length: 8.06m (26.44ft),  Average Daily Traffic: 5,556 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 6,905 (year 2042),  Design Load: Greater than HL93,  Features Intersected: STANTON CHRISTIANA RD,  Facility Carried by Structure: I95NB - SR7NB RAMP
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 45.4m (149.0ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 53.5 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: 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: High priority of corrective action,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  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: 1268A6052,  Location: CHRISTIANA MALL (Lat: 39.680694,  Lng: -75.656722),  Route carried "under" structure: State highway 7,  Year Built: 2013,  Structure Length: 0. m,  Average Daily Traffic: 42,959 (year 2019),  Truck Traffic: 5%,  Features Intersected: SR7,  Facility Carried by Structure: SR1NB-I95NB RAMP
Minimum Vertical Clearance: 5.38m (17.65ft),  Kilometerpoint: 8.481,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 55.0m (180.4ft)

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Structure Number: 1268B6052,  Location: CHRISTIANA MALL (Lat: 39.684819,  Lng: -75.653028),  Route carried "under" structure: Interstate 95,  Year Built: 2013,  Structure Length: 0. m,  Average Daily Traffic: 116,721 (year 2019),  Truck Traffic: 11%,  Features Intersected: I95 NB
Minimum Vertical Clearance: 6.90m (22.64ft),  Kilometerpoint: 13.132,  Lanes on structure: 1,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 59.2m (194.2ft)

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Structure Number: 1286A6505,  Location: OGLETOWN (Lat: 39.679189,  Lng: -75.695175),  Route carried "under" structure: State highway 4,  Year Built: 1997,  Structure Length: 0. m,  Average Daily Traffic: 29,823 (year 2019),  Truck Traffic: 9%,  Features Intersected: SR 4,  Facility Carried by Structure: SR 273 RAMP 6505
Minimum Vertical Clearance: 5.29m (17.36ft),  Kilometerpoint: 0.350,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.1m (88.9ft)

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Structure Number: 1286E018,  Location: OGLETOWN (Lat: 39.678697,  Lng: -75.696092),  Route carried "under" structure: State highway 4,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 29,823 (year 2019),  Truck Traffic: 9%,  Features Intersected: SR4,  Facility Carried by Structure: SR273
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 0.274,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.0m (114.8ft)

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Structure Number: 1286W018,  Location: OGLETOWN (Lat: 39.678828,  Lng: -75.695850),  Route carried "under" structure: State highway 4,  Year Built: 1997,  Structure Length: 0. m,  Average Daily Traffic: 29,823 (year 2019),  Truck Traffic: 9%,  Features Intersected: SR 4,  Facility Carried by Structure: SR 273
Minimum Vertical Clearance: 5.22m (17.13ft),  Kilometerpoint: 0.306,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.5m (116.5ft)

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Structure Number: 1714 347,  Location: E. OF NEWARK (Lat: 39.666325,  Lng: -75.686625),  Route carried "under" structure: Interstate 95,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 101,169 (year 2020),  Truck Traffic: 9%,  Features Intersected: I 95, DELAWARE TURNPIKE,  Facility Carried by Structure: CHAPMAN RD
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 9.590,  Lanes on structure: 2,  Lanes under structure: 8,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.1m (134.8ft)

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Structure Number: 1715 018,  Location: EAST OF OGLETOWN (Lat: 39.672067,  Lng: -75.675325),  Route carried "under" structure: Ramp State highway 273,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 1,603 (year 2020),  Truck Traffic: 6%,  Features Intersected: I 95, DELAWARE TURNPIKE
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 10.650,  Lanes on structure: 4,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.1m (102.0ft)

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Structure Number: 1715 018,  Location: EAST OF OGLETOWN (Lat: 39.672067,  Lng: -75.675325),  Route carried "under" structure: Interstate 95,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 101,169 (year 2020),  Truck Traffic: 11%,  Features Intersected: I 95, DELAWARE TURNPIKE,  Facility Carried by Structure: SR 273
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 10.650,  Lanes on structure: 4,  Lanes under structure: 9,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.1m (102.0ft)

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Structure Number: 1715A6048,  Location: EAST OF OGLETOWN (Lat: 39.671875,  Lng: -75.675608),  Route carried "under" structure: Ramp State highway 273,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 1,603 (year 2020),  Truck Traffic: 6%,  Features Intersected: I 95,  Facility Carried by Structure: RAMP 6048
Minimum Vertical Clearance: 7.50m (24.61ft),  Kilometerpoint: 10.640,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.4m (103.0ft)

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Structure Number: 1715A6048,  Location: EAST OF OGLETOWN (Lat: 39.671875,  Lng: -75.675608),  Route carried "under" structure: Interstate 95,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 101,169 (year 2020),  Truck Traffic: 11%,  Features Intersected: I 95,  Facility Carried by Structure: RAMP 6048
Minimum Vertical Clearance: 6.09m (19.98ft),  Kilometerpoint: 10.640,  Lanes on structure: 1,  Lanes under structure: 9,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.4m (103.0ft)