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

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Structure Number: 1054 207,  Location: CLAYMONT (Lat: 39.810200,  Lng: -75.459219),  Route carried "on" structure: County highway 207,  Year Built: 1964,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 1.41m (4.63ft),  Average Daily Traffic: 7,729 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 9,697 (year 2042),  Design Load: HS 20,  Features Intersected: NAAMANS CREEK,  Facility Carried by Structure: DARLEY RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.660,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.5m (41.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 65.1 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: 50.9 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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1054A017,  Location: WEST OF MARCUS HOOK (Lat: 39.813114,  Lng: -75.446064),  Route carried "on" structure: State highway 92,  Year Built: 1988,  Status: Open,  Structure Length: 1.36m (4.46ft),  Average Daily Traffic: 15,265 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 19,153 (year 2042),  Design Load: HS 20,  Features Intersected: NAAMANS CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 8.610,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 28.7m (94.2ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.6m (41.3ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 28.7m (94.2ft),  Out-to-Out Width: 33.2m (108.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 43.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 34.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1055 207,  Location: WEST OF NAAMANS (Lat: 39.808642,  Lng: -75.457467),  Route carried "on" structure: County highway 207,  Year Built: 1959,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 7,729 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 9,697 (year 2042),  Design Load: HS 20,  Features Intersected: NAAMANS CREEK,  Facility Carried by Structure: DARLEY RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.880,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.7m (41.7ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 34.7 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,  Inspection Date: March 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1056 207,  Location: WEST OF NAAMANS (Lat: 39.807217,  Lng: -75.456244),  Route carried "on" structure: County highway 207,  Year Built: 1959,  Status: Open,  Structure Length: 1.36m (4.46ft),  Average Daily Traffic: 7,729 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 9,697 (year 2042),  Design Load: HS 20,  Features Intersected: NAAMANS CREEK,  Facility Carried by Structure: DARLEY RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.070,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.7m (41.7ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  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: 39.5 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: 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: March 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1057A024,  Location: NAAMANS (Lat: 39.809639,  Lng: -75.442675),  Route carried "on" structure: US 13,  Year Built: 1997,  Status: Open,  Structure Length: 2.40m (7.87ft),  Average Daily Traffic: 13,391 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 16,802 (year 2043),  Design Load: HS 20+Mod,  Features Intersected: NAAMANS CREEK/HAUL ROAD,  Facility Carried by Structure: PHILADELPHIA PIKE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 12.907,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 22 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.2m (76.1ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 28.7m (94.2ft),  Out-to-Out Width: 33.5m (109.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 28.2 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: 20.4 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: Somewhat better than minimum adequacy,  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: March 2021,  Bridge Improvement Cost: $1,000,  Total Project Cost: $1,289,000,  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: 1061,  Location: WEST OF CLAYMONT (Lat: 39.804083,  Lng: -75.470556),  Route carried "on" structure: City street ,  Year Built: 1958,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 99 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 124 (year 2043),  Features Intersected: SOUTH BRANCH NAAMANS CK,  Facility Carried by Structure: GLENROCK DR
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.756,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.1m (33.1ft),  Curb or Sidewalk Widths: Left: 1.0m (3.3ft),  Right: 1.0m (3.3ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Very 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: 76.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.07m (3.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $157,000,  Roadway Improvement Cost: $16,000,  Total Project Cost: $235,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1063,  Location: GWINHURST (Lat: 39.792008,  Lng: -75.474700),  Route carried "on" structure: City street ,  Year Built: 1980,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 99 (year 2018),  Truck Traffic: 13%,  Average Future Daily Traffic: 124 (year 2042),  Design Load: HS 20,  Features Intersected: TRIB OF HOLLY OAK CREEK,  Facility Carried by Structure: LINCOLN AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.966,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.1m (26.6ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.7m (5.6ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020

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Structure Number: 1065,  Location: SOUTHEAST OF ARDEN (Lat: 39.798550,  Lng: -75.478867),  Route carried "on" structure: City street ,  Year Built: 2020,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 99 (year 2020),  Average Future Daily Traffic: 123 (year 2038),  Design Load: HL 93,  Features Intersected: PERKINS RUN,  Facility Carried by Structure: PARKSIDE BLVD
Minimum Vertical Clearance: 8.20m (26.90ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.8m (35.4ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 22.0m (72.2ft)

Condition: Superstructure: Very good,  Substructure: Excellent,  Channel: Good,  Operating Rating: 71.0 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: 59.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020

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Structure Number: 1073C017,  Location: N. OF CLAYMONT (Lat: 39.818919,  Lng: -75.464125),  Route carried "on" structure: State highway 92,  Year Built: 1992,  Status: Open,  Structure Length: 4.72m (15.49ft),  Average Daily Traffic: 11,360 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 14,253 (year 2042),  Design Load: HS 20,  Features Intersected: CSX RAILROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 7.030,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 2 degrees,  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 or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 54.8 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: 42.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: March 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: 1073D017,  Location: N. OF CLAYMONT (Lat: 39.819031,  Lng: -75.463994),  Route carried "on" structure: State highway 92,  Year Built: 1992,  Status: Open,  Structure Length: 4.72m (15.49ft),  Average Daily Traffic: 11,359 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 14,252 (year 2042),  Design Load: HS 20,  Features Intersected: CSX RAILROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 6.951,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 2 degrees,  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 or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 54.8 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: 42.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: March 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: 1558 05,  Location: EAST OF WILMINGTON (Lat: 39.785628,  Lng: -75.471369),  Route carried "on" structure: US 13,  Year Built: 1935,  Year Reconstructed: 1940,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 5,392 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 6,701 (year 2042),  Design Load: HS 20,  Features Intersected: HOLLYOAK CREEK,  Facility Carried by Structure: GOV. PRINTZ BLVD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 9.410,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 19.3m (63.3ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 19.3m (63.3ft),  Out-to-Out Width: 30.2m (99.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 67.4 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: 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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1782 059,  Location: S. OF ARDEN (Lat: 39.792867,  Lng: -75.490097),  Route carried "on" structure: Interstate 95,  Year Built: 1967,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 25,421 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 31,596 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SILVERSIDE RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 25.620,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.0m (39.4ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 61.6 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: 47.6 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $800,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $1,000,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1785 209,  Location: N.E. OF WILMINGTON (Lat: 39.803053,  Lng: -75.479839),  Route carried "on" structure: County highway 209,  Year Built: 1967,  Status: Open,  Structure Length: 7.20m (23.62ft),  Average Daily Traffic: 11,371 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 14,267 (year 2042),  Design Load: HS 20,  Features Intersected: I 95,  Facility Carried by Structure: HARVEY RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 5.230,  Lanes on structure: 5,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 16.5m (54.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 23.0m (75.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 36.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 27.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.20m (23.62ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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: Latex Concrete

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Structure Number: 1786 059,  Location: S/E OF ARDEN (Lat: 39.803781,  Lng: -75.470603),  Route carried "on" structure: Interstate 95,  Year Built: 1966,  Status: Open,  Structure Length: 3.46m (11.35ft),  Average Daily Traffic: 61,888 (year 2018),  Truck Traffic: 15%,  Average Future Daily Traffic: 77,652 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: GLENROCK DRIVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 23.255,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.1m (49.5ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 69.0 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: 53.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $800,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $1,000,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1787 059,  Location: S/E OF ARDEN (Lat: 39.803558,  Lng: -75.470719),  Route carried "on" structure: Interstate 95,  Year Built: 1966,  Status: Open,  Structure Length: 3.61m (11.84ft),  Average Daily Traffic: 30,080 (year 2018),  Truck Traffic: 15%,  Average Future Daily Traffic: 37,742 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: GLENROCK DRIVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 18.110,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.1m (49.5ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 64.5 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: 49.9 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,  Underclear: Meets minimum limits,  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 Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1788 059,  Location: CLAYMONT (Lat: 39.803497,  Lng: -75.469561),  Route carried "on" structure: Interstate 95,  Year Built: 1966,  Status: Open,  Structure Length: 1.38m (4.53ft),  Average Daily Traffic: 53,827 (year 2018),  Truck Traffic: 15%,  Average Future Daily Traffic: 67,538 (year 2042),  Design Load: HS 20,  Features Intersected: SO.BRANCH NAAMANS CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 18.300,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 39.0m (128.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.4m (14.4ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  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: 97.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $800,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $1,000,000

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Structure Number: 1790 059,  Location: NORTH OF CLAYMONT (Lat: 39.810539,  Lng: -75.459683),  Route carried "on" structure: Interstate 95,  Year Built: 1966,  Status: Open,  Structure Length: 4.04m (13.25ft),  Average Daily Traffic: 26,913 (year 2018),  Truck Traffic: 15%,  Average Future Daily Traffic: 33,768 (year 2042),  Design Load: HS 20,  Features Intersected: DARLEY RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 19.409,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.7m (58.1ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 51.5 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: 39.5 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $800,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $1,000,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1791 059,  Location: NORTH OF CLAYMONT (Lat: 39.810336,  Lng: -75.459522),  Route carried "on" structure: Interstate 95,  Year Built: 1966,  Status: Open,  Structure Length: 4.04m (13.25ft),  Average Daily Traffic: 26,913 (year 2018),  Truck Traffic: 15%,  Average Future Daily Traffic: 33,768 (year 2042),  Design Load: HS 20,  Features Intersected: DARLEY RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 19.410,  Lanes on structure: 2,  Lanes under 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: 17.7m (58.1ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 51.5 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: 39.5 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $800,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $1,000,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1792 06,  Location: N. OF CLAYMONT (Lat: 39.812986,  Lng: -75.455542),  Route carried "on" structure: Interstate 495,  Year Built: 1966,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 11.03m (36.19ft),  Average Daily Traffic: 59,164 (year 2019),  Truck Traffic: 15%,  Average Future Daily Traffic: 73,536 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: I 95 & RAMP 6202
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 18.200,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 31.4m (103.0ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.03m (36.19ft),  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

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Structure Number: 1795 017,  Location: NORTH OF CLAYMONT (Lat: 39.815717,  Lng: -75.454339),  Route carried "on" structure: State highway 92,  Year Built: 1966,  Status: Open,  Structure Length: 4.51m (14.80ft),  Average Daily Traffic: 22,310 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 27,729 (year 2042),  Design Load: HS 20,  Features Intersected: I 495 SOUTHBOUND
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 7.854,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 32 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 41.8 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: 30.8 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1796 017,  Location: NORTH OF CLAYMONT (Lat: 39.815467,  Lng: -75.453294),  Route carried "on" structure: State highway 92,  Year Built: 1966,  Status: Open,  Structure Length: 7.66m (25.13ft),  Average Daily Traffic: 22,310 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 27,729 (year 2042),  Design Load: HS 20,  Features Intersected: I 95/JOHN F. KENNEDY
Minimum Vertical Clearance: 5.29m (17.36ft),  Kilometerpoint: 7.918,  Lanes on structure: 5,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 36.1m (118.4ft),  Skew: 31 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 25.3m (83.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 41.1 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: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.62m (25.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $1,000,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $1,100,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1797 6202,  Location: WEST OF CLAYMONT (Lat: 39.813258,  Lng: -75.454231),  Route carried "on" structure: Ramp Interstate 6202,  Year Built: 1966,  Status: Open,  Structure Length: 5.36m (17.59ft),  Average Daily Traffic: 3,861 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,406 (year 2037),  Design Load: HS 20,  Features Intersected: I 495 NB
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.241,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 34.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $800,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $1,000,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1799 06,  Location: CLAYMONT (Lat: 39.809342,  Lng: -75.453361),  Route carried "on" structure: Interstate 495,  Year Built: 1966,  Year Reconstructed: 1972,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 78,212 (year 2018),  Truck Traffic: 15%,  Average Future Daily Traffic: 98,135 (year 2042),  Design Load: HS 20,  Features Intersected: SO.BRANCH-NAAMANS CREEK,  Facility Carried by Structure: VIETNAM MEM HGWY
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 17.860,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.9m (16.1ft)

Condition: Channel: Fair,  Culverts: 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: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $800,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $1,000,000

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Structure Number: 1828 06,  Location: CLAYMONT (Lat: 39.785339,  Lng: -75.470936),  Route carried "on" structure: Interstate 495,  Year Built: 1972,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 66,485 (year 2018),  Truck Traffic: 15%,  Average Future Daily Traffic: 83,421 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: HOLLYOAK CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 15.080,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 45.1m (148.0ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.9m (9.5ft)

Condition: Channel: Good,  Culverts: Fair,  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: 39.9 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $800,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $1,000,000

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Structure Number: 1829,  Location: CLAYMONT (Lat: 39.801286,  Lng: -75.450944),  Route carried "on" structure: City street ,  Year Built: 1972,  Status: Open,  Structure Length: 11.16m (36.61ft),  Average Daily Traffic: 99 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 123 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: I495/VIETNAM VET MEM HGY,  Facility Carried by Structure: MYRTLE AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.390,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 32.6m (107.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 34.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.62m (25.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $1,000,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $1,100,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1830 024,  Location: CLAYMONT (Lat: 39.805983,  Lng: -75.451350),  Route carried "on" structure: US 13B,  Year Built: 1973,  Status: Open,  Structure Length: 7.90m (25.92ft),  Average Daily Traffic: 22,807 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 28,616 (year 2042),  Design Load: HS 20,  Features Intersected: I-495 RD 60,  Facility Carried by Structure: PHILA PIKE/MARKET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 11.910,  Lanes on structure: 6,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 31 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 25.4m (83.3ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 26.2m (86.0ft),  Out-to-Out Width: 28.0m (91.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 48.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 36.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to 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: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1782 059,  Location: S. OF ARDEN (Lat: 39.792867,  Lng: -75.490097),  Route carried "under" structure: County highway 212,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 3,820 (year 2019),  Truck Traffic: 9%,  Features Intersected: SILVERSIDE RD,  Facility Carried by Structure: I 95 SB
Minimum Vertical Clearance: 4.68m (15.35ft),  Kilometerpoint: 5.870,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.6m (61.0ft)

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Structure Number: 1785 209,  Location: N.E. OF WILMINGTON (Lat: 39.803053,  Lng: -75.479839),  Route carried "under" structure: Interstate 95,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 61,304 (year 2018),  Truck Traffic: 15%,  Features Intersected: I 95,  Facility Carried by Structure: HARVEY RD
Minimum Vertical Clearance: 6.00m (19.69ft),  Kilometerpoint: 17.280,  Lanes on structure: 5,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.5m (54.1ft)

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Structure Number: 1786 059,  Location: S/E OF ARDEN (Lat: 39.803781,  Lng: -75.470603),  Route carried "under" structure: City street ,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 99 (year 2018),  Truck Traffic: 8%,  Features Intersected: GLENROCK DRIVE,  Facility Carried by Structure: I 95 SB
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.1m (49.5ft)

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Structure Number: 1787 059,  Location: S/E OF ARDEN (Lat: 39.803558,  Lng: -75.470719),  Route carried "under" structure: City street ,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 2018),  Truck Traffic: 8%,  Features Intersected: GLENROCK DRIVE,  Facility Carried by Structure: I 95 NB
Minimum Vertical Clearance: 4.99m (16.37ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.1m (49.5ft)

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Structure Number: 1790 059,  Location: NORTH OF CLAYMONT (Lat: 39.810539,  Lng: -75.459683),  Route carried "under" structure: County highway 207,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 7,696 (year 2016),  Truck Traffic: 11%,  Features Intersected: DARLEY RD,  Facility Carried by Structure: I 95 SB
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 2.639,  Lanes on structure: 2,  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: 1791 059,  Location: NORTH OF CLAYMONT (Lat: 39.810336,  Lng: -75.459522),  Route carried "under" structure: County highway 207,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 7,735 (year 2017),  Truck Traffic: 6%,  Features Intersected: DARLEY RD,  Facility Carried by Structure: I 95 NB
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 2.620,  Lanes on structure: 2,  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: 1792 06,  Location: N. OF CLAYMONT (Lat: 39.812986,  Lng: -75.455542),  Route carried "under" structure: Ramp Interstate 95,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 3,861 (year 2019),  Truck Traffic: 15%,  Features Intersected: I 95 & RAMP 6202
Minimum Vertical Clearance: 5.09m (16.70ft),  Kilometerpoint: 19.810,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.4m (103.0ft)

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Structure Number: 1792 06,  Location: N. OF CLAYMONT (Lat: 39.812986,  Lng: -75.455542),  Route carried "under" structure: Interstate 95,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 25,421 (year 2019),  Truck Traffic: 15%,  Features Intersected: I 95 & RAMP 6202
Minimum Vertical Clearance: 5.09m (16.70ft),  Kilometerpoint: 19.810,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.4m (103.0ft)

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Structure Number: 1795 017,  Location: NORTH OF CLAYMONT (Lat: 39.815717,  Lng: -75.454339),  Route carried "under" structure: Interstate 495,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 59,164 (year 2019),  Truck Traffic: 6%,  Features Intersected: I 495 SOUTHBOUND,  Facility Carried by Structure: NAAMANS RD/SR92
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 18.910,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 1796 017,  Location: NORTH OF CLAYMONT (Lat: 39.815467,  Lng: -75.453294),  Route carried "under" structure: Interstate 95,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 125,047 (year 2019),  Truck Traffic: 6%,  Features Intersected: I 95/JOHN F. KENNEDY,  Facility Carried by Structure: NAAMANS RD/SR92
Minimum Vertical Clearance: 5.27m (17.29ft),  Kilometerpoint: 20.181,  Lanes on structure: 5,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.3m (83.0ft)

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Structure Number: 1796 017,  Location: NORTH OF CLAYMONT (Lat: 39.815467,  Lng: -75.453294),  Route carried "under" structure: Interstate 495,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 59,164 (year 2019),  Truck Traffic: 6%,  Features Intersected: I 95/JOHN F. KENNEDY,  Facility Carried by Structure: NAAMANS RD/SR92
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 18.459,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.3m (83.0ft)

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Structure Number: 1797 6202,  Location: WEST OF CLAYMONT (Lat: 39.813258,  Lng: -75.454231),  Route carried "under" structure: Interstate 495,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 59,164 (year 2019),  Truck Traffic: 5%,  Features Intersected: I 495 NB,  Facility Carried by Structure: RAMP 6202
Minimum Vertical Clearance: 5.30m (17.39ft),  Kilometerpoint: 18.280,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.1m (56.1ft)

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Structure Number: 1829,  Location: CLAYMONT (Lat: 39.801286,  Lng: -75.450944),  Route carried "under" structure: Interstate 495,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 68,941 (year 2019),  Truck Traffic: 15%,  Features Intersected: I495/VIETNAM VET MEM HGY,  Facility Carried by Structure: MYRTLE AVE
Minimum Vertical Clearance: 7.77m (25.49ft),  Kilometerpoint: 16.850,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.6m (107.0ft)

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Structure Number: 1830 024,  Location: CLAYMONT (Lat: 39.805983,  Lng: -75.451350),  Route carried "under" structure: Interstate 495,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 56,272 (year 2017),  Truck Traffic: 11%,  Features Intersected: I-495 RD 60,  Facility Carried by Structure: PHILA PIKE/MARKET
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 17.429,  Lanes on structure: 6,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.4m (83.3ft)