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

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Structure Number: 1220 336A,  Location: CHRISTIANA FASHION CENTER (Lat: 39.673750,  Lng: -75.654333),  Route carried "on" structure: State highway 336A,  Year Built: 2020,  Status: Open,  Structure Length: 7.68m (25.20ft),  Average Daily Traffic: 4,675 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 5,810 (year 2042),  Design Load: HL 93,  Features Intersected: SR1,  Facility Carried by Structure: ROAD A
Minimum Vertical Clearance: 5.82m (19.09ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.6m (57.7ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  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: Superior to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  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: 1222 336A,  Location: CHRISTIANA MALL ENTRANCE (Lat: 39.673925,  Lng: -75.654347),  Route carried "on" structure: County highway 336A,  Year Built: 1991,  Status: Open,  Structure Length: 7.71m (25.30ft),  Average Daily Traffic: 9,349 (year 2019),  Truck Traffic: 11%,  Average Future Daily Traffic: 11,620 (year 2042),  Design Load: HS 20,  Features Intersected: SR 1,  Facility Carried by Structure: MALL RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.270,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 41.5m (136.2ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 36.9 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: 28.5 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: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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: 1223 6278,  Location: CHRISTIANA MALL (Lat: 39.676556,  Lng: -75.655778),  Route carried "on" structure: Ramp State highway 1,  Year Built: 2012,  Status: Open,  Structure Length: 6.67m (21.88ft),  Average Daily Traffic: 9,351 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 11,622 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: KOREAN WAR VET MEM HGWY,  Facility Carried by Structure: MALL ENTRANCE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 20.0m (65.6ft),  Skew: 21 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.2m (115.5ft),  Curb-To-Curb Width: 21.2m (69.6ft),  Out-to-Out Width: 22.2m (72.8ft)

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: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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: 1257 018A,  Location: CHRISTIANA (Lat: 39.663978,  Lng: -75.656672),  Route carried "on" structure: State highway 7,  Year Built: 1937,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 4,014 (year 2019),  Truck Traffic: 11%,  Average Future Daily Traffic: 5,036 (year 2043),  Design Load: H 20,  Features Intersected: CHRISTINA RIVER,  Facility Carried by Structure: MAIN ST/CHRISTIANA
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.982,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.1m (62.7ft),  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: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 84.2 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: 64.8 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: Meets minimum limits,  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,  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: 1260 346,  Location: NORTHWEST OF BEAR (Lat: 39.637608,  Lng: -75.680714),  Route carried "on" structure: County highway 346,  Year Built: 1976,  Status: Open,  Structure Length: 5.91m (19.39ft),  Average Daily Traffic: 11,089 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 13,782 (year 2042),  Design Load: HS 20,  Features Intersected: CHRISTINA CREEK,  Facility Carried by Structure: WALTHER ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.432,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.2m (43.3ft),  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: 13.2m (43.3ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  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: 38.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present 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,  Inspection Date: May 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: 1261 048,  Location: S/E OF NEWARK (Lat: 39.635553,  Lng: -75.705517),  Route carried "on" structure: County highway 48,  Year Built: 1958,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 12,035 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 14,958 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: CHRISTINA CREEK,  Facility Carried by Structure: SALEM CHURCH RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 5.470,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 51.8 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: 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: 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: August 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: 1266 026,  Location: NORTH OF CHRISTIANA (Lat: 39.672111,  Lng: -75.658383),  Route carried "on" structure: State highway 26,  Year Built: 1950,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 6,006 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 8,961 (year 2041),  Design Load: HS 20,  Features Intersected: TRIB. TO CHRISTINA RIVER,  Facility Carried by Structure: SR 7 / N. OLD BALT
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 12.666,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.9m (32.5ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.5m (4.9ft)

Condition: Channel: Fair,  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,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Underwater Inspection Date: August 2021

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Structure Number: 1267 026,  Location: S/W OF CHRISITANA (Lat: 39.656911,  Lng: -75.674900),  Route carried "on" structure: County highway 26,  Year Built: 1992,  Status: Open,  Structure Length: 0.97m (3.18ft),  Average Daily Traffic: 22,244 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 27,647 (year 2042),  Design Load: HS 25 or greater,  Features Intersected: TRIB. TO SMALLEYS DAM,  Facility Carried by Structure: OLD BALTIMORE PIKE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 10.348,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 19.7m (64.6ft),  Out-to-Out Width: 23.0m (75.5ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 50.2 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: 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: 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: July 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1279E003,  Location: W. OF NEW CASTLE AIRPORT (Lat: 39.659183,  Lng: -75.662250),  Route carried "on" structure: State highway 273,  Year Built: 1981,  Status: Open,  Structure Length: 6.74m (22.11ft),  Average Daily Traffic: 18,304 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 22,750 (year 2042),  Design Load: HS 20,  Features Intersected: CHRISTINA RIVER,  Facility Carried by Structure: CHRISTIANA BYPASS
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.287,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.0m (42.7ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 60.3 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: 46.7 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: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable 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,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1279W003,  Location: W. OF NEW CASTLE AIRPORT (Lat: 39.659303,  Lng: -75.662128),  Route carried "on" structure: State highway 273,  Year Built: 1981,  Status: Open,  Structure Length: 6.74m (22.11ft),  Average Daily Traffic: 18,304 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 22,750 (year 2042),  Design Load: HS 20,  Features Intersected: CHRISTINA RIVER,  Facility Carried by Structure: CHRISTIANA BYPASS
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 11.410,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 62.9 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: 48.6 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: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable 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,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1291,  Location: N. OF GOVERNOR'S SQUARE (Lat: 39.639531,  Lng: -75.665150),  Route carried "on" structure: Other road ,  Year Built: 2016,  Status: Open,  Structure Length: 0.75m (2.46ft),  Average Daily Traffic: 99 (year 2019),  Truck Traffic: 11%,  Average Future Daily Traffic: 123 (year 2042),  Design Load: HS 20,  Features Intersected: TRIB. TO SMALLEY'S POND,  Facility Carried by Structure: SONGSMITH DRIVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  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: 1.2m (3.9ft),  Right: 1.4m (4.6ft)

Condition: Channel: Very good,  Culverts: Very 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: Equal to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.82m (2.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Total Project Cost: $400,000

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Structure Number: 1298 005,  Location: N/W OF DELAWARE CITY (Lat: 39.605428,  Lng: -75.664850),  Route carried "on" structure: State highway 7,  Year Built: 1927,  Status: Open,  Structure Length: 0.62m (2.03ft),  Average Daily Traffic: 6,080 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 7,628 (year 2042),  Design Load: H 20,  Features Intersected: RED LION CREEK,  Facility Carried by Structure: BEAR CORBITT RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.961,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.8m (38.7ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.2m (20.3ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 32.1 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: 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: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.05m (10.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $500,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $600,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1299 035,  Location: RED LION (Lat: 39.604456,  Lng: -75.668047),  Route carried "on" structure: State highway 71,  Year Built: 2004,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 4,309 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 5,406 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: RED LION CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 10.235,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 39.2 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: 30.1 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: 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: March 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: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1305 378,  Location: N/W OF DELAWARE CITY (Lat: 39.605356,  Lng: -75.630108),  Route carried "on" structure: State highway 9,  Year Built: 1966,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 4,982 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 6,192 (year 2042),  Design Load: HS 20,  Features Intersected: RED LION CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 6.180,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 38.6 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: 29.8 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,  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 24 months,  Inspection Date: July 2020,  Underwater Inspection Date: April 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1305N082,  Location: N/W OF DELAWARE CITY (Lat: 39.605892,  Lng: -75.652914),  Route carried "on" structure: US 13,  Year Built: 1994,  Status: Open,  Structure Length: 2.50m (8.20ft),  Average Daily Traffic: 38,437 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 47,774 (year 2042),  Design Load: HS 25 or greater,  Features Intersected: RED LION CREEK,  Facility Carried by Structure: KOREAN WAR VET MEM
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 8.336,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.1m (62.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very 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: 50.2 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,  Waterway Adequacy: Equal to present desirable 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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1305S082,  Location: N/W OF DELAWARE CITY (Lat: 39.605906,  Lng: -75.653081),  Route carried "on" structure: US 13,  Year Built: 1996,  Status: Open,  Structure Length: 2.50m (8.20ft),  Average Daily Traffic: 38,437 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 47,774 (year 2042),  Design Load: HS 25 or greater,  Features Intersected: RED LION CREEK,  Facility Carried by Structure: KOREAN WAR VET MEM
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 20.583,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.1m (62.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 95.3 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: 50.2 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,  Waterway Adequacy: Equal to present desirable 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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1315N067,  Location: BEAR (Lat: 39.632083,  Lng: -75.652836),  Route carried "on" structure: State highway 1,  Year Built: 1990,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 34,634 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 43,047 (year 2043),  Design Load: HS 25 or greater,  Features Intersected: NORFOLK SOUTHERN/ RD 381,  Facility Carried by Structure: KOREAN WAR VET MEM
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.042,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.7m (58.1ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.18m (16.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $100,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $150,000,  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: 1315S067,  Location: BEAR (Lat: 39.631942,  Lng: -75.653097),  Route carried "on" structure: State highway 1,  Year Built: 1990,  Status: Open,  Structure Length: 5.05m (16.57ft),  Average Daily Traffic: 34,634 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 43,047 (year 2043),  Design Load: HS 25 or greater,  Features Intersected: NORFOLK SOUTHERN/ RD 381,  Facility Carried by Structure: KOREAN WAR VET MEM
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.042,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.7m (64.6ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Deck: Good,  Superstructure: Good,  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: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.05m (16.57ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $100,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $150,000,  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: 1318 406,  Location: WEST OF DELAWARE CITY (Lat: 39.597756,  Lng: -75.657331),  Route carried "on" structure: County highway 406,  Year Built: 1992,  Status: Open,  Structure Length: 7.27m (23.85ft),  Average Daily Traffic: 733 (year 2019),  Truck Traffic: 11%,  Average Future Daily Traffic: 911 (year 2042),  Design Load: HS 25 or greater,  Features Intersected: SR 1,  Facility Carried by Structure: LOWER TWIN LANE RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.478,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.4m (116.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 97.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.1 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 desirable 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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1328N067,  Location: NORTH OF CHRISTIANA (Lat: 39.661250,  Lng: -75.652531),  Route carried "on" structure: State highway 1,  Year Built: 1992,  Status: Open,  Structure Length: 3.72m (12.20ft),  Average Daily Traffic: 41,858 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 52,026 (year 2042),  Design Load: HS 20,  Features Intersected: SR273/HARES CORNER RD,  Facility Carried by Structure: KOREAN WAR MEM HGY
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 6.360,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Toll: On toll road,  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: 36.1m (118.4ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Good,  Superstructure: Good,  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: 35.0 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: Equal 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: August 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: 1328S067,  Location: NORTH OF CHRISTIANA (Lat: 39.661150,  Lng: -75.652753),  Route carried "on" structure: State highway 1,  Year Built: 1992,  Status: Open,  Structure Length: 3.72m (12.20ft),  Average Daily Traffic: 41,858 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 52,026 (year 2042),  Design Load: HS 20,  Features Intersected: SR 273/HARES CORNER RD,  Facility Carried by Structure: KOREAN WAR MEM HGY
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 11.650,  Lanes on structure: 2,  Lanes under structure: 5,  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: 36.1m (118.4ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 43.4 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: 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: Equal to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.72m (12.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $100,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $150,000,  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: 1329N067,  Location: EAST OF CHRISTIANA (Lat: 39.665614,  Lng: -75.654592),  Route carried "on" structure: State highway 1,  Year Built: 1992,  Status: Open,  Structure Length: 21.01m (68.93ft),  Average Daily Traffic: 33,277 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 41,360 (year 2043),  Design Load: HS 25 or greater,  Features Intersected: CHRISTINA RIVER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 6.840,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.3m (56.8ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 29.9m (98.1ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 58.0 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: 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: 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: 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: 1329S067,  Location: NORTH OF CHRISTIANA (Lat: 39.665575,  Lng: -75.654892),  Route carried "on" structure: State highway 1,  Year Built: 1992,  Status: Open,  Structure Length: 20.95m (68.73ft),  Average Daily Traffic: 41,858 (year 2019),  Truck Traffic: 15%,  Average Future Daily Traffic: 52,026 (year 2042),  Design Load: HS 25 or greater,  Features Intersected: CHRISTINA RIVER,  Facility Carried by Structure: KOREAN WAR MEM HGY
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 14.098,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 29.1m (95.5ft),  Curb-To-Curb Width: 16.3m (53.5ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 58.0 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: 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: 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,  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: 1331A6332,  Location: CHRISTIANA (Lat: 39.670503,  Lng: -75.654256),  Route carried "on" structure: Ramp State highway 6332,  Year Built: 1997,  Status: Open,  Structure Length: 5.17m (16.96ft),  Average Daily Traffic: 1,934 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,403 (year 2042),  Design Load: HS 25 or greater,  Features Intersected: EAGLE RUN
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.064,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.8m (25.6ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.5m (54.1ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 62.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 47.3 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: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  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: 1331B6338,  Location: NORTH OF CHRISTIANA (Lat: 39.670853,  Lng: -75.655042),  Route carried "on" structure: Ramp State highway 1,  Year Built: 1992,  Status: Open,  Structure Length: 6.93m (22.74ft),  Average Daily Traffic: 8,710 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 10,825 (year 2042),  Design Load: HS 25 or greater,  Features Intersected: EAGLE RUN
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.220,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 56.1 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: 44.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  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: 1331N067,  Location: CHRISTIANA (Lat: 39.670664,  Lng: -75.654564),  Route carried "on" structure: State highway 1,  Year Built: 1992,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 6.28m (20.60ft),  Average Daily Traffic: 42,960 (year 2019),  Truck Traffic: 15%,  Average Future Daily Traffic: 53,396 (year 2042),  Design Load: HS 25 or greater,  Features Intersected: EAGLE RUN
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 7.435,  Lanes on structure: 3,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  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: 49.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: 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: 1331S067,  Location: CHRISTIANA (Lat: 39.670792,  Lng: -75.654778),  Route carried "on" structure: State highway 1,  Year Built: 1992,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 6.28m (20.60ft),  Average Daily Traffic: 42,960 (year 2019),  Truck Traffic: 15%,  Average Future Daily Traffic: 53,396 (year 2042),  Design Load: HS 25 or greater,  Features Intersected: EAGLE RUN
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 7.322,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 62.2 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: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  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: 1356 048,  Location: S/E OF NEWARK (Lat: 39.631331,  Lng: -75.705725),  Route carried "on" structure: County highway 48,  Year Built: 1958,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 1.33m (4.36ft),  Average Daily Traffic: 6,643 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 8,256 (year 2042),  Design Load: HS 20,  Features Intersected: MUDDY RUN,  Facility Carried by Structure: SALEM CHURCH RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 5.005,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 57.0 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: 44.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: 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,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1357 048,  Location: S/E OF NEWARK (Lat: 39.625272,  Lng: -75.703050),  Route carried "on" structure: County highway 48,  Year Built: 1979,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 6,643 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 8,256 (year 2042),  Design Load: HS 20,  Features Intersected: BECKS POND/BELLTOWN RUN,  Facility Carried by Structure: SALEM CHURCH RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 4.265,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.4m (40.7ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.9m (39.0ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.4m (50.5ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Inventory Rating: 74.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable 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: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1658,  Location: BEAR (Lat: 39.641044,  Lng: -75.633031),  Route carried "on" structure: State highway ,  Year Built: 1970,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 99 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 123 (year 2038),  Design Load: HS 20,  Features Intersected: ARMY CREEK,  Facility Carried by Structure: PALMETTO DR
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.145,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft)

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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020

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Structure Number: 1659,  Location: S/W OF NEW CASTLE (Lat: 39.644244,  Lng: -75.631075),  Route carried "on" structure: City street ,  Year Built: 2005,  Status: Open,  Structure Length: 2.35m (7.71ft),  Average Daily Traffic: 99 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 123 (year 2043),  Design Load: HS 20,  Features Intersected: ARMY CREEK,  Facility Carried by Structure: MALLARD RD.
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.515,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.8m (35.4ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present 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: May 2021

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Structure Number: 1662 032,  Location: N/E OF BEAR (Lat: 39.647886,  Lng: -75.632025),  Route carried "on" structure: State highway 40,  Year Built: 1999,  Status: Open,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 26,146 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 32,806 (year 2043),  Design Load: HS 20+Mod,  Features Intersected: TRIB. TO ARMY CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 14.387,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 20 degrees,  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: 37.3m (122.4ft),  Out-to-Out Width: 39.6m (129.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 43.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 33.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: 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: Febuary 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1893N082,  Location: NORTH OF WRANGLE HILL (Lat: 39.589819,  Lng: -75.660983),  Route carried "on" structure: State highway 1,  Year Built: 1995,  Status: Open,  Structure Length: 1.99m (6.53ft),  Average Daily Traffic: 30,557 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 37,980 (year 2043),  Design Load: HS 25 or greater,  Features Intersected: NORFOLK SOUTHERN
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 6.405,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.7m (58.1ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.4m (63.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: 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: 80.7 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: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.24m (0.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1893S082,  Location: NORTH OF WRANGLE HILL (Lat: 39.589894,  Lng: -75.661278),  Route carried "on" structure: State highway 1,  Year Built: 1995,  Status: Open,  Structure Length: 1.99m (6.53ft),  Average Daily Traffic: 30,557 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 37,980 (year 2043),  Design Load: HS 25 or greater,  Features Intersected: NORFOLK SOUTHERN
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 6.389,  Lanes on structure: 3,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.7m (58.1ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.4m (63.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: 80.7 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: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.24m (0.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1222 336A,  Location: CHRISTIANA MALL ENTRANCE (Lat: 39.673925,  Lng: -75.654347),  Route carried "under" structure: State highway 1,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 85,919 (year 2019),  Truck Traffic: 15%,  Features Intersected: SR 1,  Facility Carried by Structure: MALL RD
Minimum Vertical Clearance: 6.15m (20.18ft),  Kilometerpoint: 7.837,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.5m (136.2ft)

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Structure Number: 1223 6278,  Location: CHRISTIANA MALL (Lat: 39.676556,  Lng: -75.655778),  Route carried "under" structure: State highway 1,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 85,919 (year 2019),  Truck Traffic: 8%,  Features Intersected: KOREAN WAR VET MEM HGWY,  Facility Carried by Structure: MALL ENTRANCE
Minimum Vertical Clearance: 5.83m (19.13ft),  Kilometerpoint: 8.320,  Lanes on structure: 5,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.2m (115.5ft)

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Structure Number: 1315N067,  Location: BEAR (Lat: 39.632083,  Lng: -75.652836),  Route carried "under" structure: County highway 381,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 3,726 (year 2020),  Truck Traffic: 11%,  Features Intersected: NORFOLK SOUTHERN/ RD 381,  Facility Carried by Structure: KOREAN WAR VET MEM
Minimum Vertical Clearance: 7.26m (23.82ft),  Kilometerpoint: 2.930,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.7m (58.1ft)

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Structure Number: 1315S067,  Location: BEAR (Lat: 39.631942,  Lng: -75.653097),  Route carried "under" structure: County highway 381,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 3,726 (year 2020),  Truck Traffic: 11%,  Features Intersected: NORFOLK SOUTHERN/ RD 381,  Facility Carried by Structure: KOREAN WAR VET MEM
Minimum Vertical Clearance: 7.33m (24.05ft),  Kilometerpoint: 2.930,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.7m (64.6ft)

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Structure Number: 1318 406,  Location: WEST OF DELAWARE CITY (Lat: 39.597756,  Lng: -75.657331),  Route carried "under" structure: State highway 1,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 57,158 (year 2019),  Truck Traffic: 10%,  Features Intersected: SR 1,  Facility Carried by Structure: LOWER TWIN LANE RD
Minimum Vertical Clearance: 6.15m (20.18ft),  Kilometerpoint: 7.340,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.4m (116.1ft)

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Structure Number: 1328N067,  Location: NORTH OF CHRISTIANA (Lat: 39.661250,  Lng: -75.652531),  Route carried "under" structure: State highway 273,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 36,607 (year 2019),  Truck Traffic: 9%,  Features Intersected: SR273/HARES CORNER RD,  Facility Carried by Structure: KOREAN WAR MEM HGY
Minimum Vertical Clearance: 5.98m (19.62ft),  Kilometerpoint: 2.250,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.1m (118.4ft)

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Structure Number: 1328S067,  Location: NORTH OF CHRISTIANA (Lat: 39.661150,  Lng: -75.652753),  Route carried "under" structure: State highway 273,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 36,607 (year 2019),  Truck Traffic: 9%,  Features Intersected: SR 273/HARES CORNER RD,  Facility Carried by Structure: KOREAN WAR MEM HGY
Minimum Vertical Clearance: 5.97m (19.59ft),  Kilometerpoint: 2.250,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.1m (118.4ft)