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

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Structure Number: 1688 029,  Location: WILMINGTON (Lat: 39.736383,  Lng: -75.554050),  Route carried "on" structure: Business US 13B,  Year Built: 1927,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 8.78m (28.81ft),  Average Daily Traffic: 25,300 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 31,446 (year 2043),  Design Load: HS 20,  Features Intersected: CHRISTINA RIVER,  Facility Carried by Structure: SOUTH MARKET ST
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.225,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Navigation Control: Yes ( Vertical Clearance: 2.0m (6.6ft), Horizontal Clearance: 53.0m (173.9ft)),  Material/Design: Steel,  Design/Construction: Movable - Bascule,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 69.8m (229.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 39.6 metric tons,  Method Used To Determine Operating Rating: Load Testing,  Inventory Rating: 25.5 metric tons,  Method Used To Determine Inventory Rating: Load Testing,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.78m (28.81ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: April 2021,  Critical Feature Inspection Date: April 2021,  Underwater Inspection Date: March 2021,  Bridge Improvement Cost: $1,136,000,  Roadway Improvement Cost: $114,000,  Total Project Cost: $1,704,000,  Deck Structure Type: Open Grating

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Structure Number: 1691 029B,  Location: WILMINGTON (Lat: 39.727889,  Lng: -75.560917),  Route carried "on" structure: County highway 29B,  Year Built: 2019,  Status: Open,  Structure Length: 14.56m (47.77ft),  Average Daily Traffic: 99 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 121 (year 2040),  Design Load: HL 93,  Features Intersected: CHRISTINA RIVER,  Facility Carried by Structure: NEW SWEDEN ST
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.048,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 2 degrees,  Navigation Control: Yes ( Vertical Clearance: 4.3m (14.1ft), Horizontal Clearance: 45.7m (149.9ft)),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 54.9m (180.1ft),  Curb or Sidewalk Widths: Left: 4.3m (14.1ft),  Right: 0.0m,  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 56.4 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: 38.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: 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: 1691A029B,  Location: WILMINGTON (Lat: 39.727694,  Lng: -75.561861),  Route carried "on" structure: County highway 29B,  Year Built: 2019,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 99 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 121 (year 2040),  Design Load: HL 93,  Features Intersected: RIVERWALK PATH,  Facility Carried by Structure: NEW SWEDEN ST
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.048,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 4.3m (14.1ft),  Right: 0.0m,  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: 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: 85.9 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,  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: 1693 05,  Location: WILMINGTON (Lat: 39.735289,  Lng: -75.540917),  Route carried "on" structure: US 13,  Year Built: 1980,  Status: Posted for load,  Structure Length: 19.14m (62.80ft),  Average Daily Traffic: 11,050 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 13,864 (year 2043),  Design Load: HS 20,  Features Intersected: CHRISTINA RIVER,  Facility Carried by Structure: FOURTH STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.140,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Navigation Control: Yes ( Vertical Clearance: 5.0m (16.4ft), Horizontal Clearance: 44.0m (144.4ft)),  Material/Design: Steel,  Design/Construction: Movable - Bascule,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 6,  Length of Maximum Span: 57.3m (188.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 22.4 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: 17.2 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: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 19.14m (62.80ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2020,  Critical Feature Inspection Date: Febuary 2021,  Underwater Inspection Date: March 2020,  Bridge Improvement Cost: $2,000,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $3,000,000,  Deck Structure Type: Open Grating

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Structure Number: 1698,  Location: WILMINGTON (Lat: 39.755636,  Lng: -75.551697),  Route carried "on" structure: City street ,  Year Built: 1906,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 10.78m (35.37ft),  Average Daily Traffic: 99 (year 2019),  Truck Traffic: 11%,  Average Future Daily Traffic: 123 (year 2042),  Design Load: HS 25 or greater,  Features Intersected: BRANDYWINE CREEK&FLUME,  Facility Carried by Structure: VANBUREN STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.400,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 19.5m (64.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m,  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: 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: 28.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  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: 1698A,  Location: BRANDYWINE PARK (Lat: 39.750967,  Lng: -75.547578),  Route carried "on" structure: City street ,  Year Built: 1978,  Status: Open,  Structure Length: 1.69m (5.54ft),  Average Daily Traffic: 2,080 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,609 (year 2043),  Features Intersected: MILL RACE,  Facility Carried by Structure: SOUTH PARK DR
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.8m (51.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Channel: Very good,  Operating Rating: 38.9 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: 30.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1698B,  Location: BRANDYWINE PARK (Lat: 39.759203,  Lng: -75.558553),  Route carried "on" structure: City street ,  Year Built: 1900,  Status: Open,  Structure Length: 1.08m (3.54ft),  Average Daily Traffic: 9,663 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 12,124 (year 2043),  Design Load: HS 20,  Features Intersected: PEDESTRIAN PATH,  Facility Carried by Structure: LOVERING AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.8m (35.4ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Superstructure: Fair,  Substructure: 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,  Deck Geometry: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.31m (4.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $166,000,  Roadway Improvement Cost: $17,000,  Total Project Cost: $248,000

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Structure Number: 1744 059,  Location: SOUTH OF WILMINGTON (Lat: 39.718600,  Lng: -75.579919),  Route carried "on" structure: Interstate 95,  Year Built: 1965,  Year Reconstructed: 1978,  Status: Open,  Structure Length: 17.02m (55.84ft),  Average Daily Traffic: 87,587 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 138,713 (year 2038),  Design Load: HS 20,  Features Intersected: CHRISTINA RIVER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.862,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 32.9m (107.9ft),  Skew: 23 degrees,  Navigation Control: Yes ( Vertical Clearance: 7.7m (25.3ft), Horizontal Clearance: 15.0m (49.2ft)),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 32.0m (105.0ft),  Out-to-Out Width: 33.8m (110.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 71.3 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: 63.5 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: 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,  Length Of Structure Improvement: 17.02m (55.84ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Underwater 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: Latex Concrete

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Structure Number: 1746 059,  Location: SOUTH OF WILMINGTON (Lat: 39.722622,  Lng: -75.575219),  Route carried "on" structure: Interstate 95,  Year Built: 1962,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 6.37m (20.90ft),  Average Daily Traffic: 87,587 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 290,880 (year 2042),  Design Load: HS 20,  Features Intersected: LITTLE MILL CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 4.587,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 32.9m (107.9ft),  Skew: 21 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.2m (69.6ft),  Curb-To-Curb Width: 31.9m (104.7ft),  Out-to-Out Width: 33.8m (110.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 70.0 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: 53.8 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1748 059,  Location: SOUTH OF WILMINGTON (Lat: 39.733550,  Lng: -75.565458),  Route carried "on" structure: Interstate 95,  Year Built: 1964,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 89.49m (293.60ft),  Average Daily Traffic: 79,339 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 98,612 (year 2043),  Design Load: HS 20+Mod,  Features Intersected: CITY STREETS & AMTRAK
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 5.600,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 32.9m (107.9ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 26,  Length of Maximum Span: 44.5m (146.0ft),  Curb-To-Curb Width: 32.0m (105.0ft),  Out-to-Out Width: 33.9m (111.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 45.4 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: 35.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 89.49m (293.60ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Critical Feature Inspection Date: March 2021,  Bridge Improvement Cost: $32,649,000,  Roadway Improvement Cost: $3,265,000,  Total Project Cost: $48,973,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1748N059,  Location: SOUTH WILMINGTON VIADUCT (Lat: 39.740622,  Lng: -75.562261),  Route carried "on" structure: Interstate 95,  Year Built: 1964,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 71.51m (234.61ft),  Average Daily Traffic: 39,670 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 49,306 (year 2043),  Design Load: HS 20+Mod,  Features Intersected: SR 4
Minimum Vertical Clearance: 5.09m (16.70ft),  Kilometerpoint: 6.791,  Lanes on structure: 2,  Lanes under structure: 19,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 19 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 34,  Length of Maximum Span: 45.4m (149.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 38.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 29.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Critical Feature Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1748S059,  Location: SOUTH WILMINGTON VIADUCT (Lat: 39.740631,  Lng: -75.562497),  Route carried "on" structure: Interstate 95,  Year Built: 1964,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 77.14m (253.08ft),  Average Daily Traffic: 39,669 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 49,305 (year 2043),  Design Load: HS 20+Mod,  Features Intersected: SR 4 & SR 48
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 13.551,  Lanes on structure: 2,  Lanes under structure: 18,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 19 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 34,  Length of Maximum Span: 41.9m (137.5ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 41.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 32.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1749 6142,  Location: WILMINGTON (Lat: 39.738003,  Lng: -75.562317),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1964,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 18.56m (60.89ft),  Average Daily Traffic: 11,555 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 14,362 (year 2043),  Design Load: HS 20+Mod,  Features Intersected: LIBERTY STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.020,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 43.6m (143.0ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Excellent,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 47.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 36.3 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: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1750 6148,  Location: WILMINGTON (Lat: 39.741750,  Lng: -75.562114),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 2020,  Status: Open,  Structure Length: 3.38m (11.09ft),  Average Daily Traffic: 1,624 (year 2019),  Truck Traffic: 15%,  Average Future Daily Traffic: 2,037 (year 2043),  Design Load: HS 20+Mod,  Features Intersected: SR 48 EB RD 237 LAN AV
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 10.348,  Lanes on structure: 1,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 32.9m (107.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 49.9 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: 38.2 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: Superior to present desirable 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: January 2021,  Bridge Improvement Cost: $800,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $1,000,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1751,  Location: WILMINGTON (Lat: 39.745553,  Lng: -75.559219),  Route carried "on" structure: City street ,  Year Built: 1964,  Year Reconstructed: 1978,  Status: Open,  Structure Length: 6.78m (22.24ft),  Average Daily Traffic: 239 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 297 (year 2042),  Design Load: HS 20,  Features Intersected: I 95, RAMP 6154,  Facility Carried by Structure: SIXTH ST
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.317,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 40.6m (133.2ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 51.2 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: 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: Better than 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: 6.78m (22.24ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $100,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $150,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1752,  Location: WILMINGTON (Lat: 39.746286,  Lng: -75.558703),  Route carried "on" structure: City street ,  Year Built: 1964,  Year Reconstructed: 1978,  Status: Open,  Structure Length: 7.28m (23.88ft),  Average Daily Traffic: 259 (year 2019),  Truck Traffic: 11%,  Average Future Daily Traffic: 321 (year 2042),  Design Load: HS 20,  Features Intersected: I 95 & RAMP 6152,  Facility Carried by Structure: SEVENTH ST
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.0m (118.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 52.2 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: 40.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.28m (23.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 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,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1753,  Location: WILMINGTON (Lat: 39.747053,  Lng: -75.558178),  Route carried "on" structure: City street ,  Year Built: 1964,  Year Reconstructed: 1978,  Status: Open,  Structure Length: 7.62m (25.00ft),  Average Daily Traffic: 253 (year 2019),  Truck Traffic: 11%,  Average Future Daily Traffic: 314 (year 2042),  Design Load: HS 20,  Features Intersected: I 95 & RAMP 6152,  Facility Carried by Structure: EIGHTH ST
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 7.720,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.0m (118.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 53.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 40.8 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.62m (25.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 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: 1754,  Location: WILMINGTON (Lat: 39.748306,  Lng: -75.557336),  Route carried "on" structure: City street ,  Year Built: 1964,  Status: Open,  Structure Length: 6.58m (21.59ft),  Average Daily Traffic: 201 (year 2019),  Truck Traffic: 11%,  Average Future Daily Traffic: 249 (year 2042),  Design Load: HS 20,  Features Intersected: I 95,  Facility Carried by Structure: NINTH ST
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.800,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 48.3 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: 37.3 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: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.58m (21.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 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: 1755,  Location: WILMINGTON (Lat: 39.749189,  Lng: -75.556725),  Route carried "on" structure: City street ,  Year Built: 1964,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 6.56m (21.52ft),  Average Daily Traffic: 212 (year 2019),  Truck Traffic: 11%,  Average Future Daily Traffic: 263 (year 2042),  Design Load: HS 20,  Features Intersected: I 95 & RAMP 6163,  Facility Carried by Structure: 10th STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.239,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 18.7m (61.4ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.56m (21.52ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $989,000,  Roadway Improvement Cost: $99,000,  Total Project Cost: $1,483,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1756 6167,  Location: WILMINGTON (Lat: 39.750192,  Lng: -75.556014),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1969,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 7.83m (25.69ft),  Average Daily Traffic: 2,567 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 3,190 (year 2042),  Design Load: HS 20,  Features Intersected: I 95 & RAMP 6169
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.257,  Lanes on structure: 2,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 24.1m (79.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 47.6 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: 36.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 7.62m (25.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 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: 1757 009,  Location: WILMINGTON (Lat: 39.751233,  Lng: -75.555164),  Route carried "on" structure: State highway 52,  Year Built: 1964,  Status: Open,  Structure Length: 5.31m (17.42ft),  Average Daily Traffic: 19,573 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 24,327 (year 2042),  Design Load: HS 20,  Features Intersected: I 95 & RAMP 6167,  Facility Carried by Structure: DELAWARE AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 11.523,  Lanes on structure: 7,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.3m (76.4ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 32.9m (107.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 46.3 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: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.31m (17.42ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $1,880,000,  Roadway Improvement Cost: $188,000,  Total Project Cost: $2,821,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1758E6141,  Location: WILMINGTON (Lat: 39.741733,  Lng: -75.560722),  Route carried "on" structure: Ramp State highway 48,  Year Built: 1976,  Status: Open,  Structure Length: 13.81m (45.31ft),  Average Daily Traffic: 5,222 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 6,490 (year 2043),  Design Load: HS 20+Mod,  Features Intersected: SECOND ST & ADAMS ST,  Facility Carried by Structure: MLK BLD TO I 95 N
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.016,  Lanes on structure: 1,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 27.8m (91.2ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 69.3 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: 53.5 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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: 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: 1758F6149,  Location: WILMINGTON (Lat: 39.741431,  Lng: -75.561147),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1979,  Status: Open,  Structure Length: 11.04m (36.22ft),  Average Daily Traffic: 9,300 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 11,559 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: MLK BLVD & ADAMS ST
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.016,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 41.2m (135.2ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 53.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 41.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.04m (36.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $800,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $1,000,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1758G6149,  Location: WILMINGTON (Lat: 39.739028,  Lng: -75.562556),  Route carried "on" structure: Ramp State highway 6149,  Year Built: 1980,  Status: Open,  Structure Length: 24.00m (78.74ft),  Average Daily Traffic: 9,300 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 11,559 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SR 4, MARYLAND AVE.,  Facility Carried by Structure: MLK BLD TO I 95 S
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.032,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 41.9m (137.5ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 65.8 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: 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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 24.00m (78.74ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $800,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $1,000,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1758H057,  Location: WILMINGTON (Lat: 39.740994,  Lng: -75.559511),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1976,  Status: Open,  Structure Length: 18.12m (59.45ft),  Average Daily Traffic: 13,136 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 16,327 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: MONROE ST & MADISON ST,  Facility Carried by Structure: MLK BLVD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Lanes under structure: 23,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 26.4m (86.6ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 59.0 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: 45.4 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,  Underclear: Meets minimum limits,  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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1759 059,  Location: WILMINGTON (Lat: 39.756433,  Lng: -75.552508),  Route carried "on" structure: Interstate 95,  Year Built: 1964,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 57.36m (188.19ft),  Average Daily Traffic: 81,612 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 127,595 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: BRANDYWINE CK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 8.530,  Lanes on structure: 6,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 31.7m (104.0ft),  Skew: 24 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 13,  Length of Maximum Span: 74.7m (245.1ft),  Curb-To-Curb Width: 31.1m (102.0ft),  Out-to-Out Width: 33.2m (108.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 30.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 23.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  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: 1760 504,  Location: WILMINGTON-SALESIANUM HS (Lat: 39.760936,  Lng: -75.551158),  Route carried "on" structure: County highway 504,  Year Built: 1966,  Status: Open,  Structure Length: 6.34m (20.80ft),  Average Daily Traffic: 4,343 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 5,398 (year 2042),  Design Load: HS 20,  Features Intersected: I 95,  Facility Carried by Structure: EIGHTEENTH STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.290,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.0m (65.6ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 58.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 45.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1762 6175,  Location: NORTH OF WILMINGTON (Lat: 39.765639,  Lng: -75.542833),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 2013,  Status: Open,  Structure Length: 3.50m (11.48ft),  Average Daily Traffic: 24,797 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 30,820 (year 2043),  Design Load: HL 93,  Features Intersected: CONCORD PIKE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.350,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 34.0m (111.5ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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: 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,  Length Of Structure Improvement: 4.91m (16.11ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $800,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $1,000,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1763 6175,  Location: NORTH OF WILMINGTON (Lat: 39.768528,  Lng: -75.540778),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 2013,  Status: Open,  Structure Length: 2.06m (6.76ft),  Average Daily Traffic: 24,797 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 23,437 (year 2041),  Design Load: HL 93,  Features Intersected: I95 SB RAMP TO SB 202
Minimum Vertical Clearance: 30.17m (98.98ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.0m (65.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 80.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable 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: 1764 6175,  Location: NORTH OF WILMINGTON (Lat: 39.767250,  Lng: -75.540861),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 2013,  Status: Open,  Structure Length: 6.90m (22.64ft),  Average Daily Traffic: 24,797 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 30,820 (year 2043),  Design Load: HL 93,  Features Intersected: I 95
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.612,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.4m (109.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 55.7 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: 38.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.20m (26.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $800,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $1,000,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1766 059,  Location: N.E. OF WILMINGTON (Lat: 39.775272,  Lng: -75.527289),  Route carried "on" structure: Interstate 95,  Year Built: 1968,  Status: Open,  Structure Length: 4.02m (13.19ft),  Average Daily Traffic: 32,897 (year 2018),  Truck Traffic: 15%,  Average Future Daily Traffic: 41,276 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: TALLEY ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 29.531,  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: 17.5m (57.4ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 30.1 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: 23.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of replacement,  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: Monolithic Concrete

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Structure Number: 1767 059,  Location: N. E. OF WILMINGTON (Lat: 39.774983,  Lng: -75.527147),  Route carried "on" structure: Interstate 95,  Year Built: 1968,  Status: Open,  Structure Length: 4.02m (13.19ft),  Average Daily Traffic: 65,793 (year 2018),  Truck Traffic: 15%,  Average Future Daily Traffic: 82,552 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: TALLEY ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 12.006,  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: 17.5m (57.4ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 30.1 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: 23.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $800,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $1,000,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1768 059,  Location: N. E. OF WILMINGTON (Lat: 39.775503,  Lng: -75.523719),  Route carried "on" structure: Interstate 95,  Year Built: 1968,  Status: Open,  Structure Length: 8.75m (28.71ft),  Average Daily Traffic: 32,896 (year 2018),  Truck Traffic: 15%,  Average Future Daily Traffic: 41,275 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: CSX RAILROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 29.242,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 6 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.4m (96.5ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 32.4 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,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $800,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $1,000,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1769 059,  Location: N.E. OF WILMINGTON (Lat: 39.775208,  Lng: -75.524519),  Route carried "on" structure: Interstate 95,  Year Built: 1968,  Status: Open,  Structure Length: 8.08m (26.51ft),  Average Daily Traffic: 32,896 (year 2018),  Truck Traffic: 15%,  Average Future Daily Traffic: 41,275 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: CSX RAILROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 12.183,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 6 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.8m (91.2ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 47.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: 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: Monolithic Concrete

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Structure Number: 1771 059,  Location: N.E. OF WILMINGTON (Lat: 39.776481,  Lng: -75.516997),  Route carried "on" structure: Interstate 95,  Year Built: 1968,  Status: Open,  Structure Length: 5.39m (17.68ft),  Average Daily Traffic: 29,333 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 36,458 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SHIPLEY RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 12.843,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  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: 50.2 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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  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: 1772 059,  Location: N.E. OF WILMINGTON (Lat: 39.776811,  Lng: -75.516936),  Route carried "on" structure: Interstate 95,  Year Built: 1968,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 29,333 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 36,458 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SHIPLEY RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 28.566,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.1m (62.7ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 43.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 33.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $800,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $1,000,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete