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

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Structure Number: 1454 465,  Location: S/E OF BLACKBIRD (Lat: 39.360667,  Lng: -75.621750),  Route carried "on" structure: County highway 465,  Year Built: 2020,  Status: Open,  Structure Length: 0.77m (2.53ft),  Average Daily Traffic: 213 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 264 (year 2043),  Design Load: HS 20,  Features Intersected: SAW MILL BRANCH,  Facility Carried by Structure: EAGLES NEST LDG RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.865,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.2m (7.2ft)

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,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: May 2021,  Underwater Inspection Date: May 2021

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Structure Number: 1455 466,  Location: EAST OF BLACKBIRD (Lat: 39.367433,  Lng: -75.612961),  Route carried "on" structure: County highway 466,  Year Built: 2021,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 114 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 141 (year 2043),  Design Load: HS 20,  Features Intersected: SAW MILL BRANCH,  Facility Carried by Structure: DEER RUN RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.930,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.8m (5.9ft)

Condition: Channel: Excellent,  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: 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: 1456 045,  Location: EAST OF BLACKBIRD (Lat: 39.373669,  Lng: -75.601144),  Route carried "on" structure: County highway 45,  Year Built: 1998,  Status: Open,  Structure Length: 1.79m (5.87ft),  Average Daily Traffic: 439 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 545 (year 2042),  Design Load: HS 20,  Features Intersected: SAW MILL BRANCH,  Facility Carried by Structure: WALKER SCHOOL RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.600,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.2m (20.3ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.0m (55.8ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very 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: 52.8 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: Better than 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: 1457 03,  Location: CHAMBERSVILLE (Lat: 39.365589,  Lng: -75.577653),  Route carried "on" structure: County highway 30,  Year Built: 1961,  Status: Open,  Structure Length: 2.62m (8.60ft),  Average Daily Traffic: 347 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 431 (year 2043),  Design Load: HS 20,  Features Intersected: SAW MILL BRANCH,  Facility Carried by Structure: PADDOCK RD.
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 6.582,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 12.6m (41.3ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 72.9 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: 56.4 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 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 48 months,  Inspection Date: June 2021,  Underwater Inspection Date: Febuary 2019,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1461 468,  Location: N.E. OF SMYRNA (Lat: 39.340792,  Lng: -75.584164),  Route carried "on" structure: County highway 468,  Year Built: 1994,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 95 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 118 (year 2042),  Design Load: HS 25 or greater,  Features Intersected: CORKS POINT DITCH,  Facility Carried by Structure: MCQUAIL RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.750,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.2m (20.3ft),  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: 9.8m (32.2ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 58.6 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: 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,  Length Of Structure Improvement: 0.94m (3.08ft),  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: 1464 03,  Location: NORTH OF SMYRNA (Lat: 39.322208,  Lng: -75.609656),  Route carried "on" structure: County highway 30,  Year Built: 1990,  Status: Open,  Structure Length: 6.51m (21.36ft),  Average Daily Traffic: 2,952 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 3,669 (year 2043),  Design Load: HS 25 or greater,  Features Intersected: SR 1,  Facility Carried by Structure: PADDOCK RD.
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.820,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 6.9m (22.6ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.0m (105.0ft),  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: 82.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  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: 1471 047,  Location: N. OF CLAYTON (Lat: 39.315397,  Lng: -75.633622),  Route carried "on" structure: County highway 47,  Year Built: 1987,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 2,203 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 2,738 (year 2043),  Design Load: HS 20,  Features Intersected: GREENSPRING BRANCH,  Facility Carried by Structure: VANDYKE-GREENSPRIN
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.901,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.9m (19.4ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 86.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  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: 1911N08,  Location: NORTH OF SMYRNA (Lat: 39.349542,  Lng: -75.644528),  Route carried "on" structure: State highway 1,  Year Built: 2003,  Status: Open,  Structure Length: 2.20m (7.22ft),  Average Daily Traffic: 21,017 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 26,122 (year 2043),  Design Load: HS 25 or greater,  Features Intersected: BLACK DIAMOND RD,  Facility Carried by Structure: KOREAN VET MEM HWY
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 6.132,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 14.4m (47.2ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 90.1 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: 69.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  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: 1911S08,  Location: NORTH OF SMYRNA (Lat: 39.349406,  Lng: -75.644819),  Route carried "on" structure: State highway 1,  Year Built: 2003,  Status: Open,  Structure Length: 2.20m (7.22ft),  Average Daily Traffic: 21,017 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 26,122 (year 2043),  Design Load: HS 20+Mod,  Features Intersected: BLACK DIAMOND RD,  Facility Carried by Structure: KOREAN VET MEM HWY
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 27.069,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 14.4m (47.2ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 90.1 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: 69.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  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: 1914N08,  Location: NORTH OF SMYRNA (Lat: 39.330444,  Lng: -75.625056),  Route carried "on" structure: State highway 1,  Year Built: 1993,  Status: Open,  Structure Length: 10.52m (34.51ft),  Average Daily Traffic: 22,108 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 27,478 (year 2043),  Design Load: HS 20+Mod,  Features Intersected: US 13 (DUPONT BLVD),  Facility Carried by Structure: KOREAN VET MEM HWY
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.364,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 12.3m (40.4ft),  Skew: 6 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 50.3m (165.0ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.4m (50.5ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 36.3 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: 27.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: 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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1914S08,  Location: NORTH OF SMYRNA (Lat: 39.330000,  Lng: -75.624806),  Route carried "on" structure: State highway 1,  Year Built: 1993,  Status: Open,  Structure Length: 10.52m (34.51ft),  Average Daily Traffic: 22,108 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 27,478 (year 2043),  Design Load: HS 20+Mod,  Features Intersected: US 13 (DUPONT BLVD),  Facility Carried by Structure: KOREAN VET MEM HWY
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 29.869,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 6 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 50.3m (165.0ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.4m (50.5ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 36.3 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: 27.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: 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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 2001A001,  Location: SMYRNA (Lat: 39.297064,  Lng: -75.599814),  Route carried "on" structure: US 13,  Year Built: 1940,  Status: Open,  Structure Length: 1.42m (4.66ft),  Average Daily Traffic: 25,971 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 32,280 (year 2042),  Design Load: H 20,  Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.708,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 22.9m (75.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 22.9m (75.1ft),  Out-to-Out Width: 25.3m (83.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 37.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 28.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: 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: September 2020,  Bridge Improvement Cost: $800,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $1,000,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2001C001,  Location: SMYRNA (Lat: 39.308831,  Lng: -75.609194),  Route carried "on" structure: US 13,  Year Built: 1995,  Status: Open,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 22,296 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 27,712 (year 2043),  Design Load: HS 25 or greater,  Features Intersected: SMYRNA RIVER/DUCK CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.253,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 15.6m (51.2ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 25.1m (82.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  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: 44.4 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: July 2021,  Underwater Inspection Date: April 2019,  Bridge Improvement Cost: $1,000,  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: 2009A009,  Location: EAST OF SMYRNA (Lat: 39.307722,  Lng: -75.575800),  Route carried "on" structure: State highway 6,  Year Built: 1996,  Status: Open,  Structure Length: 3.73m (12.24ft),  Average Daily Traffic: 1,377 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,711 (year 2042),  Design Load: HS 25 or greater,  Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.510,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.7m (38.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.5m (37.7ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 29.2 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: 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: Equal to present minimum criteria,  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 48 months,  Inspection Date: November 2020,  Underwater Inspection Date: August 2020,  Bridge Improvement Cost: $800,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $1,000,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 2009D009,  Location: EAST SMYRNA LIMITS (Lat: 39.305547,  Lng: -75.594192),  Route carried "on" structure: State highway 6,  Year Built: 1991,  Status: Open,  Structure Length: 6.56m (21.52ft),  Average Daily Traffic: 4,748 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 5,901 (year 2043),  Design Load: HS 25 or greater,  Features Intersected: SR 1,  Facility Carried by Structure: E. COMMERCE ST
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.880,  Lanes on structure: 2,  Lanes under structure: 4,  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: 31.7m (104.0ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 50.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 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: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 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: 2012C012,  Location: SOUTH SMYRNA (Lat: 39.291567,  Lng: -75.593519),  Route carried "on" structure: County highway 12,  Year Built: 1991,  Status: Open,  Structure Length: 6.62m (21.72ft),  Average Daily Traffic: 1,757 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,183 (year 2042),  Design Load: HS 25 or greater,  Features Intersected: SR 1,  Facility Carried by Structure: SMYRNA-LEIPSIC RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 9.914,  Lanes on structure: 2,  Lanes under structure: 4,  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: 2,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 75.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  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: 2064A076,  Location: EAST OF SMYRNA (Lat: 39.308308,  Lng: -75.593928),  Route carried "on" structure: County highway 64,  Year Built: 1998,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 503 (year 2019),  Truck Traffic: 11%,  Average Future Daily Traffic: 625 (year 2042),  Design Load: HS 25 or greater,  Features Intersected: DUCK CREEK,  Facility Carried by Structure: SMYRNA LANDING RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 39.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: October 2020,  Underwater Inspection Date: September 2020,  Bridge Improvement Cost: $1,000,  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: 2065A065,  Location: NORTH SMYRNA (Lat: 39.308797,  Lng: -75.621422),  Route carried "on" structure: County highway 65,  Year Built: 1960,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 2,864 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 3,559 (year 2043),  Design Load: HS 20,  Features Intersected: DUCK CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.414,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 57.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.4 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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021

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Structure Number: 2065C065,  Location: SMYRNA (Lat: 39.296767,  Lng: -75.600394),  Route carried "on" structure: County highway 65,  Year Built: 1982,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 5,090 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 6,326 (year 2043),  Design Load: HS 20,  Features Intersected: LAKE COMO SPILLWAY,  Facility Carried by Structure: MAIN ST
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.100,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  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: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 64.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 2084A084,  Location: S.E. OF SMYRNA (Lat: 39.254300,  Lng: -75.566164),  Route carried "on" structure: County highway 84,  Year Built: 1996,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 516 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 641 (year 2042),  Design Load: HS 25 or greater,  Features Intersected: SNOWS BRANCH,  Facility Carried by Structure: TWIN WILLOWS RD.
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.830,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.6m (21.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.0m (32.8ft),  Curb-To-Curb Width: 10.3m (33.8ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  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: 48.6 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $800,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $1,000,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 2084C084,  Location: EAST OF BRENFORD (Lat: 39.253894,  Lng: -75.578839),  Route carried "on" structure: County highway 84,  Year Built: 1992,  Status: Open,  Structure Length: 6.50m (21.33ft),  Average Daily Traffic: 410 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 509 (year 2043),  Design Load: HS 25 or greater,  Features Intersected: SR 1,  Facility Carried by Structure: TWIN WILLOWS RD.
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.628,  Lanes on structure: 2,  Lanes under structure: 4,  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: 31.7m (104.0ft),  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: 90.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 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: 2137B137,  Location: SOUTH OF SMYRNA (Lat: 39.286653,  Lng: -75.610522),  Route carried "on" structure: County highway 137,  Year Built: 1970,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 7,264 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 9,028 (year 2043),  Design Load: HS 20,  Features Intersected: MILL CREEK,  Facility Carried by Structure: CARTER RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.867,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.5m (21.3ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 57.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 44.4 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: 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 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2915N15,  Location: EAST OF SMYRNA (Lat: 39.309694,  Lng: -75.596650),  Route carried "on" structure: State highway 1,  Year Built: 1993,  Status: Open,  Structure Length: 31.78m (104.27ft),  Average Daily Traffic: 22,108 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 27,478 (year 2043),  Design Load: HS 25 or greater,  Features Intersected: DUCK CREEK,  Facility Carried by Structure: KOREAN WAR VET HWY
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 24.124,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 16,  Length of Maximum Span: 19.7m (64.6ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.4m (50.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  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: 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: August 2021,  Underwater 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: 2915S15,  Location: EAST OF SMYRNA (Lat: 39.309700,  Lng: -75.597031),  Route carried "on" structure: State highway 1,  Year Built: 1993,  Status: Open,  Structure Length: 31.78m (104.27ft),  Average Daily Traffic: 22,108 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 27,478 (year 2043),  Design Load: HS 25 or greater,  Features Intersected: DUCK CREEK,  Facility Carried by Structure: KOREAN WAR MEM HWY
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 24.446,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 11.8m (38.7ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 16,  Length of Maximum Span: 19.7m (64.6ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.4m (50.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  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: 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: August 2021,  Underwater 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: 2916N15,  Location: EAST OF SMYRNA (Lat: 39.297981,  Lng: -75.593186),  Route carried "on" structure: State highway 1,  Year Built: 1993,  Status: Open,  Structure Length: 11.97m (39.27ft),  Average Daily Traffic: 19,906 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 24,741 (year 2043),  Design Load: HS 25 or greater,  Features Intersected: MILL CREEK,  Facility Carried by Structure: KOREAN WAR VET MEM
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 23.706,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 19.6m (64.3ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.4m (50.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  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: 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: 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 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: 2916S15,  Location: EAST OF SMYRNA (Lat: 39.297969,  Lng: -75.593511),  Route carried "on" structure: State highway 1,  Year Built: 1993,  Status: Open,  Structure Length: 11.97m (39.27ft),  Average Daily Traffic: 19,906 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 24,741 (year 2043),  Design Load: HS 25 or greater,  Features Intersected: MILL CREEK,  Facility Carried by Structure: KOREAN WAR VET HWY
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 22.901,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 19.6m (64.3ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.4m (50.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  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: 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: 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 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: 2917N15,  Location: S.E. OF SMYRNA (Lat: 39.282744,  Lng: -75.589506),  Route carried "on" structure: State highway 1,  Year Built: 1992,  Status: Open,  Structure Length: 3.76m (12.34ft),  Average Daily Traffic: 19,906 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 24,741 (year 2043),  Design Load: HS 25 or greater,  Features Intersected: SR 1 INTERCHANGE,  Facility Carried by Structure: KOREAN VET MEM HWY
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 22.016,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 11.8m (38.7ft),  Skew: 11 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.5m (116.5ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.3m (63.3ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: 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: 48.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 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: 2917S15,  Location: S.E. OF SMYRNA (Lat: 39.282667,  Lng: -75.589831),  Route carried "on" structure: State highway 1,  Year Built: 1992,  Status: Open,  Structure Length: 3.76m (12.34ft),  Average Daily Traffic: 19,905 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 24,740 (year 2043),  Design Load: HS 25 or greater,  Features Intersected: SR 1 INTERCHANGE RAMP
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 28.324,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 11.7m (38.4ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.5m (116.5ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.4m (50.5ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 67.1 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: 51.8 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: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 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: 2918N15,  Location: S.E. OF SMYRNA (Lat: 39.272472,  Lng: -75.582294),  Route carried "on" structure: State highway 1,  Year Built: 1992,  Status: Open,  Structure Length: 2.20m (7.22ft),  Average Daily Traffic: 21,018 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 26,123 (year 2043),  Design Load: HS 25 or greater,  Features Intersected: BIG OAK RD,  Facility Carried by Structure: KOREAN WAR VET HWY
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 20.728,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 90.7 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: 69.7 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 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: 2918S15,  Location: S.E. OF SYMRNA (Lat: 39.272347,  Lng: -75.582600),  Route carried "on" structure: State highway 1,  Year Built: 1992,  Status: Open,  Structure Length: 2.20m (7.22ft),  Average Daily Traffic: 21,018 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 26,123 (year 2043),  Design Load: HS 25 or greater,  Features Intersected: BIG OAK RD,  Facility Carried by Structure: KOREAN WAR VET HWY
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 29.660,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 90.7 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: 69.7 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 desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 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: 1464 03,  Location: NORTH OF SMYRNA (Lat: 39.322208,  Lng: -75.609656),  Route carried "under" structure: State highway 1,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 44,216 (year 2020),  Truck Traffic: 9%,  Features Intersected: SR 1,  Facility Carried by Structure: PADDOCK RD.
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 4.265,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 1911N08,  Location: NORTH OF SMYRNA (Lat: 39.349542,  Lng: -75.644528),  Route carried "under" structure: County highway 469,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 333 (year 2020),  Truck Traffic: 13%,  Features Intersected: BLACK DIAMOND RD,  Facility Carried by Structure: KOREAN VET MEM HWY
Minimum Vertical Clearance: 4.54m (14.90ft),  Kilometerpoint: 1.577,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 1911S08,  Location: NORTH OF SMYRNA (Lat: 39.349406,  Lng: -75.644819),  Route carried "under" structure: State highway 1,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 333 (year 2020),  Truck Traffic: 13%,  Features Intersected: BLACK DIAMOND RD,  Facility Carried by Structure: KOREAN VET MEM HWY
Minimum Vertical Clearance: 4.54m (14.90ft),  Kilometerpoint: 27.069,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 1914N08,  Location: NORTH OF SMYRNA (Lat: 39.330444,  Lng: -75.625056),  Route carried "under" structure: US 13,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 15,580 (year 2020),  Truck Traffic: 10%,  Features Intersected: US 13 (DUPONT BLVD),  Facility Carried by Structure: KOREAN VET MEM HWY
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 2.752,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 50.3m (165.0ft)

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Structure Number: 1914S08,  Location: NORTH OF SMYRNA (Lat: 39.330000,  Lng: -75.624806),  Route carried "under" structure: US 13,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 15,580 (year 2020),  Truck Traffic: 9%,  Features Intersected: US 13 (DUPONT BLVD),  Facility Carried by Structure: KOREAN VET MEM HWY
Minimum Vertical Clearance: 5.98m (19.62ft),  Kilometerpoint: 2.090,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 50.3m (165.0ft)

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Structure Number: 2009D009,  Location: EAST SMYRNA LIMITS (Lat: 39.305547,  Lng: -75.594192),  Route carried "under" structure: State highway 1,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 39,811 (year 2020),  Truck Traffic: 9%,  Features Intersected: SR 1,  Facility Carried by Structure: E. COMMERCE ST
Minimum Vertical Clearance: 5.71m (18.73ft),  Kilometerpoint: 15.300,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.7m (104.0ft)

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Structure Number: 2012C012,  Location: SOUTH SMYRNA (Lat: 39.291567,  Lng: -75.593519),  Route carried "under" structure: State highway 1,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 50,077 (year 2019),  Truck Traffic: 10%,  Features Intersected: SR 1,  Facility Carried by Structure: SMYRNA-LEIPSIC RD
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 22.180,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 2084C084,  Location: EAST OF BRENFORD (Lat: 39.253894,  Lng: -75.578839),  Route carried "under" structure: State highway 1,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 42,037 (year 2020),  Truck Traffic: 9%,  Features Intersected: SR 1,  Facility Carried by Structure: TWIN WILLOWS RD.
Minimum Vertical Clearance: 5.52m (18.11ft),  Kilometerpoint: 18.604,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.7m (104.0ft)

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Structure Number: 2917N15,  Location: S.E. OF SMYRNA (Lat: 39.282744,  Lng: -75.589506),  Route carried "under" structure: Ramp State highway 150B,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 6,646 (year 2020),  Truck Traffic: 7%,  Features Intersected: SR 1 INTERCHANGE,  Facility Carried by Structure: KOREAN VET MEM HWY
Minimum Vertical Clearance: 5.55m (18.21ft),  Kilometerpoint: 0.338,  Lanes on structure: 3,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.5m (116.5ft)

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Structure Number: 2917S15,  Location: S.E. OF SMYRNA (Lat: 39.282667,  Lng: -75.589831),  Route carried "under" structure: Ramp State highway 150B,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 6,646 (year 2020),  Truck Traffic: 7%,  Features Intersected: SR 1 INTERCHANGE RAMP,  Facility Carried by Structure: SR1/KOREAN WAR VET
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.5m (116.5ft)

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Structure Number: 2918N15,  Location: S.E. OF SMYRNA (Lat: 39.272472,  Lng: -75.582294),  Route carried "under" structure: County highway 325,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 494 (year 2020),  Truck Traffic: 13%,  Features Intersected: BIG OAK RD,  Facility Carried by Structure: KOREAN WAR VET HWY
Minimum Vertical Clearance: 4.89m (16.04ft),  Kilometerpoint: 0.628,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 2918S15,  Location: S.E. OF SYMRNA (Lat: 39.272347,  Lng: -75.582600),  Route carried "under" structure: County highway 325,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 494 (year 2020),  Truck Traffic: 13%,  Features Intersected: BIG OAK RD,  Facility Carried by Structure: KOREAN WAR VET HWY
Minimum Vertical Clearance: 4.48m (14.70ft),  Kilometerpoint: 0.628,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)