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


  • National Bridge Inventory (NBI) Statistics
  • 18Number of bridges
  • 322ft / 98.2mTotal length
  • 192,623Total average daily traffic
  • 17,782Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Frederica
  • No street view available for this location

New bridges in Frederica, DE - historical statistics
  • New bridges - historical statistics
  • 11950-1959
  • 31960-1969
  • 11980-1989
  • 41990-1999
  • 12000-2009
  • 82010-2019
Average Bridge Daily Traffic in Frederica, DE
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 25.0%Very good
  • 50.0%Good
  • 25.0%Satisfactory
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 25.0%Very good
  • 33.3%Good
  • 41.7%Satisfactory
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 16.7%Very good
  • 41.7%Good
  • 16.7%Satisfactory
  • 25.0%Fair
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 30.0%Very good
  • 40.0%Good
  • 30.0%Satisfactory
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Structure Number: 2008C12,  Location: SOUTH OF FREDERICA (Lat: 38.990917,  Lng: -75.449000),  Route carried "on" structure: County highway 120,  Year Built: 2018,  Status: Open,  Structure Length: 5.76m (18.90ft),  Average Daily Traffic: 213 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,030 (year 2040),  Design Load: HL 93,  Features Intersected: SR1 / BAY RD,  Facility Carried by Structure: MILFORD NECK RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.177,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.3m (92.8ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 46.3 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: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: November 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: 2008E010A,  Location: FREDERICA (Lat: 39.014861,  Lng: -75.460861),  Route carried "on" structure: County highway 10A,  Year Built: 2011,  Status: Open,  Structure Length: 6.12m (20.08ft),  Average Daily Traffic: 1,213 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,904 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: SR1 BAY RD.,  Facility Carried by Structure: FREDERICA RD.
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.187,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.1m (92.2ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 33.0 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: 25.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 2008F01,  Location: FREDERICA (Lat: 39.002656,  Lng: -75.463961),  Route carried "on" structure: County highway 10,  Year Built: 2000,  Status: Open,  Structure Length: 3.87m (12.70ft),  Average Daily Traffic: 2,123 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 2,638 (year 2042),  Design Load: H 20,  Features Intersected: MURDERKILL RIVER,  Facility Carried by Structure: FREDERICA RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.642,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Navigation Control: Yes ( Vertical Clearance: 1.0m (3.3ft), Horizontal Clearance: 8.0m (26.2ft)),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 17.8m (58.4ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 65.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: August 2020,  Underwater Inspection Date: June 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: 2008G01,  Location: FREDERICA (Lat: 39.013550,  Lng: -75.463539),  Route carried "on" structure: State highway 12,  Year Built: 1996,  Status: Open,  Structure Length: 3.09m (10.14ft),  Average Daily Traffic: 2,151 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,673 (year 2042),  Design Load: HS 25 or greater,  Features Intersected: SPRING CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.865,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.2m (23.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.0m (91.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 69.7 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: 44.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $1,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 2008H008,  Location: FREDERICA BYPASS (Lat: 39.011111,  Lng: -75.459075),  Route carried "on" structure: US 113,  Year Built: 1965,  Status: Open,  Structure Length: 30.48m (100.00ft),  Average Daily Traffic: 22,490 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 27,953 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: MURDERKILL RIVER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 11.770,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Navigation Control: Yes ( Vertical Clearance: 4.5m (14.8ft), Horizontal Clearance: 15.0m (49.2ft)),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 13,  Length of Maximum Span: 33.9m (111.2ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 38.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 29.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Underwater 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: 2008I008,  Location: FREDERICA BYPASS (Lat: 39.010964,  Lng: -75.458750),  Route carried "on" structure: US 113,  Year Built: 1965,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 30.48m (100.00ft),  Average Daily Traffic: 22,490 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 27,953 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: MURDERKILL RIVER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 11.770,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.8m (38.7ft),  Navigation Control: Yes ( Vertical Clearance: 4.3m (14.1ft), Horizontal Clearance: 15.2m (49.9ft)),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 13,  Length of Maximum Span: 33.9m (111.2ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 38.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 29.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Underwater 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: 2008K008,  Location: LITTLE HEAVEN (Lat: 39.041750,  Lng: -75.456750),  Route carried "on" structure: State highway 1,  Year Built: 2019,  Status: Open,  Structure Length: 3.86m (12.66ft),  Average Daily Traffic: 23,657 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 29,680 (year 2039),  Design Load: HL 93,  Features Intersected: BOWERS BEACH RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 35.422,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.6m (41.3ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 37.4m (122.7ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.1 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: 41.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable 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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 2008L008,  Location: LITTLE HEAVEN (Lat: 39.041750,  Lng: -75.456472),  Route carried "on" structure: State highway 1,  Year Built: 2019,  Status: Open,  Structure Length: 3.86m (12.66ft),  Average Daily Traffic: 23,657 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 29,680 (year 2039),  Design Load: HL 93,  Features Intersected: BOWERS BEACH RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 15.466,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 12.0m (39.4ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 37.4m (122.7ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 54.1 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: 41.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present desirable 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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 2035A035,  Location: S.W. OF FREDERICA (Lat: 38.989133,  Lng: -75.494208),  Route carried "on" structure: County highway 35,  Year Built: 1962,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 1,654 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 2,055 (year 2043),  Design Load: HS 20,  Features Intersected: MURDERKILL RIVER,  Facility Carried by Structure: CARPENTER BRIDGE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 9.109,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.9m (22.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 11.5m (37.7ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 71.6 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: 55.4 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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Underwater Inspection Date: April 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2035B035,  Location: S/W OF FREDERICA (Lat: 39.001439,  Lng: -75.489333),  Route carried "on" structure: County highway 35,  Year Built: 1991,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 2,080 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,585 (year 2042),  Design Load: HS 25 or greater,  Features Intersected: ASH GUT,  Facility Carried by Structure: CARPENTER BRIDGE R
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 10.557,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.3m (20.7ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 66.7 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: 47.0 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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 2035C035,  Location: WEST OF FREDERICA (Lat: 39.003972,  Lng: -75.484692),  Route carried "on" structure: County highway 35,  Year Built: 1997,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 1,725 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 2,144 (year 2043),  Design Load: HS 20,  Features Intersected: ASH GUT,  Facility Carried by Structure: CARPENTERBRIDGE RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 11.104,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.5m (8.2ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021
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Structure Number: 2388B388,  Location: McCOLLEY'S POND (Lat: 38.967369,  Lng: -75.492978),  Route carried "on" structure: State highway 15,  Year Built: 1984,  Status: Open,  Structure Length: 2.43m (7.97ft),  Average Daily Traffic: 5,231 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 6,501 (year 2043),  Design Load: HS 20,  Features Intersected: McCOLLEY'S POND
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 5.858,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.3m (73.2ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 92.7 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: 71.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  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: 2389A389,  Location: FREDERICA (Lat: 39.001969,  Lng: -75.465581),  Route carried "on" structure: County highway 389,  Year Built: 1996,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 398 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 494 (year 2043),  Design Load: HS 25 or greater,  Features Intersected: MURDERKILL RIVER,  Facility Carried by Structure: MARKET ST
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.113,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 15.6m (51.2ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  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: 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: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: July 2021,  Underwater Inspection Date: April 2019,  Bridge Improvement Cost: $1,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 2390C39,  Location: S.W. OF FREDERICA (Lat: 38.982078,  Lng: -75.480086),  Route carried "on" structure: County highway 390,  Year Built: 1957,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 248 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 308 (year 2042),  Design Load: HS 20,  Features Intersected: BROWNS BRANCH,  Facility Carried by Structure: FORK LANDING RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.255,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.6m (41.3ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 44.1 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: 33.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Underwater Inspection Date: September 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2008C12,  Location: SOUTH OF FREDERICA (Lat: 38.990917,  Lng: -75.449000),  Route carried "under" structure: State highway 1,  Year Built: 2018,  Structure Length: 0. m,  Average Daily Traffic: 44,511 (year 2019),  Truck Traffic: 9%,  Features Intersected: SR1 / BAY RD,  Facility Carried by Structure: MILFORD NECK RD
Minimum Vertical Clearance: 5.96m (19.55ft),  Kilometerpoint: 9.769,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.3m (92.8ft)

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Structure Number: 2008E010A,  Location: FREDERICA (Lat: 39.014861,  Lng: -75.460861),  Route carried "under" structure: US 113,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 35,758 (year 2020),  Truck Traffic: 9%,  Features Intersected: SR1 BAY RD.,  Facility Carried by Structure: FREDERICA RD.
Minimum Vertical Clearance: 5.09m (16.70ft),  Kilometerpoint: 12.617,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.1m (92.2ft)

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Structure Number: 2008K008,  Location: LITTLE HEAVEN (Lat: 39.041750,  Lng: -75.456750),  Route carried "under" structure: State highway 18,  Year Built: 2019,  Structure Length: 0. m,  Average Daily Traffic: 1,512 (year 2019),  Truck Traffic: 10%,  Features Intersected: BOWERS BEACH RD,  Facility Carried by Structure: SR1 SB
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 0.032,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.4m (122.7ft)

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Structure Number: 2008L008,  Location: LITTLE HEAVEN (Lat: 39.041750,  Lng: -75.456472),  Route carried "under" structure: State highway 18,  Year Built: 2019,  Structure Length: 0. m,  Average Daily Traffic: 1,512 (year 2019),  Truck Traffic: 10%,  Features Intersected: BOWERS BEACH RD,  Facility Carried by Structure: SR1 NB
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 0.064,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.4m (122.7ft)

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