Bridge Statistics for Wilmington, Delaware (DE)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 171Number of bridges
- 3,366ft / 1,026mTotal length
- $127,571,000Total costs
- 3,710,675Total average daily traffic
- 346,538Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Wilmington
- No street view available for this location
- New bridges - historical statistics
- 91900-1909
- 11910-1919
- 71920-1929
- 61930-1939
- 21940-1949
- 81950-1959
- 641960-1969
- 421970-1979
- 41980-1989
- 71990-1999
- 72000-2009
- 122010-2019
- 22020-2022
- Reconstructed bridges - Historical Statistics
- 91970-1979
- 121980-1989
- 71990-1999
- 62000-2009
- 12010-2019
- Bridge Condition - Deck
- 2.5%Excellent
- 7.4%Very good
- 44.4%Good
- 39.5%Satisfactory
- 6.2%Fair
- Bridge Condition - Superstructure
- 1.2%Excellent
- 7.3%Very good
- 26.8%Good
- 54.9%Satisfactory
- 9.8%Fair
- Bridge Condition - Substructure
- 1.2%Excellent
- 2.4%Very good
- 26.8%Good
- 40.2%Satisfactory
- 29.3%Fair
- Bridge Condition - Channel
- 2.5%Excellent
- 40.0%Very good
- 25.0%Good
- 32.5%Satisfactory
- Bridge Condition - Culverts
- 40.0%Good
- 50.0%Satisfactory
- 10.0%Fair
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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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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