Jump to a detailed profile or search site with Google Custom Search

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


  • National Bridge Inventory (NBI) Statistics
  • 68Number of bridges
  • 968ft / 295mTotal length
  • $6,264,000Total costs
  • 825,839Total average daily traffic
  • 72,393Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Dover
  • No street view available for this location

New bridges in Dover, DE - historical statistics
  • New bridges - historical statistics
  • 1Before 1900
  • 11920-1929
  • 31930-1939
  • 41950-1959
  • 11960-1969
  • 31980-1989
  • 331990-1999
  • 112000-2009
  • 112010-2019
Reconstructed bridges in Dover, DE - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 11920-1929
  • 01930-1939
  • 01940-1949
  • 11950-1959
  • 01960-1969
  • 01970-1979
  • 11980-1989
  • 11990-1999
Average Bridge Daily Traffic in Dover, DE
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 15.2%Very good
  • 81.8%Good
  • 3.0%Satisfactory
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 18.9%Very good
  • 48.6%Good
  • 29.7%Satisfactory
  • 2.7%Fair
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 2.7%Very good
  • 64.9%Good
  • 27.0%Satisfactory
  • 5.4%Fair
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 8.3%Excellent
  • 37.5%Very good
  • 33.3%Good
  • 8.3%Satisfactory
  • 12.5%Fair
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 11.1%Very good
  • 44.4%Good
  • 44.4%Satisfactory
Find on map >>   Show street view

Structure Number: 2923S15,  Location: EAST OF DOVER (Lat: 39.156628,  Lng: -75.493497),  Route carried "on" structure: State highway 1,  Year Built: 1993,  Status: Open,  Structure Length: 2.43m (7.97ft),  Average Daily Traffic: 16,056 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 19,956 (year 2043),  Design Load: HS 20+Mod,  Features Intersected: S. LITTLE CREEK RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 45.818,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.1m (72.5ft),  Curb-To-Curb Width: 18.1m (59.4ft),  Out-to-Out Width: 19.1m (62.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 94.6 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: 72.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: 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
Find on map >>   Show street view

Structure Number: 2924N15,  Location: S/E DOVER (Lat: 39.142075,  Lng: -75.497767),  Route carried "on" structure: State highway 1,  Year Built: 1993,  Status: Open,  Structure Length: 9.75m (31.99ft),  Average Daily Traffic: 14,009 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 17,412 (year 2043),  Design Load: HS 20+Mod,  Features Intersected: US 113/BAY RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.913,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 49.1m (161.1ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
Find on map >>   Show street view

Structure Number: 2924S15,  Location: S.E. DOVER (Lat: 39.142439,  Lng: -75.497958),  Route carried "on" structure: State highway 1,  Year Built: 1993,  Status: Open,  Structure Length: 9.75m (31.99ft),  Average Daily Traffic: 14,009 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 17,412 (year 2043),  Design Load: HS 20+Mod,  Features Intersected: US113 / BAY RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.945,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 12.3m (40.4ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 49.1m (161.1ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.4m (50.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
Find on map >>   Show street view

Structure Number: 2925 15,  Location: NORTH GATE DAFB (Lat: 39.130831,  Lng: -75.492417),  Route carried "on" structure: State highway 1,  Year Built: 1993,  Status: Open,  Structure Length: 5.40m (17.72ft),  Average Daily Traffic: 28,018 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 34,824 (year 2043),  Design Load: HS 20+Mod,  Features Intersected: SR10/E. LEBANON RD.,  Facility Carried by Structure: KOREAN WAR VET MEM
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.660,  Lanes on structure: 5,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 41.1m (134.8ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.2m (79.4ft),  Curb-To-Curb Width: 41.8m (137.1ft),  Out-to-Out Width: 43.5m (142.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 35.6 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: 27.5 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: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
Find on map >>   Show street view

Structure Number: 2926 150A,  Location: S. OF ADMIN BLDG/DOVER (Lat: 39.148858,  Lng: -75.495303),  Route carried "on" structure: Ramp State highway 1,  Year Built: 2000,  Status: Open,  Structure Length: 11.03m (36.19ft),  Average Daily Traffic: 5,484 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 6,816 (year 2042),  Design Load: HS 25 or greater,  Features Intersected: SR 1,  Facility Carried by Structure: PUNCHEON RUN CONN.
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.121,  Lanes on structure: 1,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 55.2m (181.1ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 61.2 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: 47.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
Find on map >>   Show street view

Structure Number: 2929E150A,  Location: S. OF ADMIN BLDG/DOVER (Lat: 39.146150,  Lng: -75.500644),  Route carried "on" structure: Ramp State highway 150A,  Year Built: 2000,  Status: Open,  Structure Length: 4.98m (16.34ft),  Average Daily Traffic: 7,446 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 9,254 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: BAY ROAD / US113,  Facility Carried by Structure: PUNCHEON RUN CONN.
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.590,  Lanes on structure: 3,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.1m (52.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 38.2 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: 29.5 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: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
Find on map >>   Show street view

Structure Number: 2929W150A,  Location: S. OF ADMIN BLDG/DOVER (Lat: 39.146311,  Lng: -75.500786),  Route carried "on" structure: Ramp County highway 150A,  Year Built: 2000,  Status: Open,  Structure Length: 4.98m (16.34ft),  Average Daily Traffic: 7,446 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 9,254 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: BAY ROAD,  Facility Carried by Structure: PUNCHEON RUN CONN.
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.590,  Lanes on structure: 1,  Lanes under structure: 5,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 35.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 27.2 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: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
Find on map >>   Show street view

Structure Number: 2931 150A,  Location: SOUTH DOVER (Lat: 39.138789,  Lng: -75.522650),  Route carried "on" structure: County highway 150A,  Year Built: 2000,  Status: Open,  Structure Length: 4.00m (13.12ft),  Average Daily Traffic: 10,698 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 13,296 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: S. STATE ST,  Facility Carried by Structure: PUNCHEON RUN CONN
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.515,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 32.6m (107.0ft),  Skew: 33 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.1m (128.3ft),  Curb-To-Curb Width: 14.5m (47.6ft),  Out-to-Out Width: 30.7m (100.7ft)

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: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.57m (14.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $700,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $800,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
Find on map >>   Show street view

Structure Number: 2007B008,  Location: BARKERS LANDING (Lat: 39.085294,  Lng: -75.457239),  Route carried "under" structure: County highway 7A,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 1,468 (year 2020),  Truck Traffic: 13%,  Features Intersected: ST. JONES RIVER,  Facility Carried by Structure: BAY ROAD / US113
Minimum Vertical Clearance: 6.29m (20.64ft),  Kilometerpoint: 0.320,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.0m (95.1ft)

Find on map >>   Show street view

Structure Number: 2017B017,  Location: S. OF AIR FORCE BASE (Lat: 39.106306,  Lng: -75.455108),  Route carried "under" structure: US 113,  Year Built: 2009,  Structure Length: 0. m,  Average Daily Traffic: 29,945 (year 2020),  Truck Traffic: 9%,  Features Intersected: BAY RD. / US113/SR1,  Facility Carried by Structure: BAYSIDE DR. / SR9
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 22.450,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

Find on map >>   Show street view

Structure Number: 2066B066,  Location: EAST OF DOVER (Lat: 39.176717,  Lng: -75.502522),  Route carried "under" structure: State highway 1,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 31,198 (year 2020),  Truck Traffic: 9%,  Features Intersected: SR1/KOREAN WAR VET MEM,  Facility Carried by Structure: RD 66 WHITE OAK RD
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 7.145,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.5m (109.9ft)

Find on map >>   Show street view

Structure Number: 2088B088,  Location: EAST OF DOVER DOWNS (Lat: 39.192144,  Lng: -75.525422),  Route carried "under" structure: State highway 1,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 31,198 (year 2020),  Truck Traffic: 9%,  Features Intersected: SR1/KOREAN WAR VET MEM,  Facility Carried by Structure: RD 88 / LEIPSIC RD
Minimum Vertical Clearance: 5.07m (16.63ft),  Kilometerpoint: 9.737,  Lanes on structure: 2,  Lanes under structure: 5,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

Find on map >>   Show street view

Structure Number: 2157N151,  Location: WEST DOVER (Lat: 39.130167,  Lng: -75.548167),  Route carried "under" structure: State highway 190,  Year Built: 2017,  Structure Length: 0. m,  Average Daily Traffic: 4,682 (year 2020),  Truck Traffic: 7%,  Features Intersected: NEW BURTON RD & N/S RR,  Facility Carried by Structure: POW MIA PARKWAY
Minimum Vertical Clearance: 8.10m (26.57ft),  Kilometerpoint: 1.770,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.2m (79.4ft)

Find on map >>   Show street view

Structure Number: 2157S151,  Location: WEST DOVER (Lat: 39.130056,  Lng: -75.548250),  Route carried "under" structure: State highway 190,  Year Built: 2017,  Structure Length: 0. m,  Average Daily Traffic: 4,682 (year 2020),  Truck Traffic: 7%,  Features Intersected: NEW BURTON RD & N/S RR,  Facility Carried by Structure: POW MIA PARKWAY
Minimum Vertical Clearance: 8.29m (27.20ft),  Kilometerpoint: 1.770,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.2m (79.4ft)

Find on map >>   Show street view

Structure Number: 2357B357,  Location: MAIN GATE DAFB (Lat: 39.121344,  Lng: -75.479683),  Route carried "under" structure: State highway 1,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 35,243 (year 2019),  Truck Traffic: 9%,  Features Intersected: SR 1 N&S,  Facility Carried by Structure: RD 357
Minimum Vertical Clearance: 5.09m (16.70ft),  Kilometerpoint: 1.158,  Lanes on structure: 3,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.3m (96.1ft)

Find on map >>   Show street view

Structure Number: 2920N15,  Location: N.E. OF DOVER (Lat: 39.209978,  Lng: -75.546822),  Route carried "under" structure: County highway 331,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 550 (year 2020),  Truck Traffic: 8%,  Features Intersected: RD 331/DYKE BRANCH RD,  Facility Carried by Structure: KOREAN WAR VET HGW
Minimum Vertical Clearance: 5.27m (17.29ft),  Kilometerpoint: 1.660,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

Find on map >>   Show street view

Structure Number: 2920S15,  Location: N.E. OF DOVER (Lat: 39.209811,  Lng: -75.547106),  Route carried "under" structure: County highway 331,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 550 (year 2020),  Truck Traffic: 8%,  Features Intersected: RD 331/DYKE BRANCH RD,  Facility Carried by Structure: SR1/KOREAN VET WAR
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 1.660,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

Find on map >>   Show street view

Structure Number: 2921E7046,  Location: NORTH OF DOVER,TOLL PLAZA (Lat: 39.205350,  Lng: -75.542972),  Route carried "under" structure: State highway 1,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 42,037 (year 2020),  Truck Traffic: 9%,  Features Intersected: SR1/KOREAN WAR VET MEM,  Facility Carried by Structure: RAMP
Minimum Vertical Clearance: 5.19m (17.03ft),  Kilometerpoint: 11.829,  Lanes on structure: 1,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.7m (140.1ft)

Find on map >>   Show street view

Structure Number: 2921W7045,  Location: NORTH OF DOVER,TOLL PLAZA (Lat: 39.205508,  Lng: -75.543139),  Route carried "under" structure: State highway 1,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 42,037 (year 2020),  Truck Traffic: 9%,  Features Intersected: SR1/KOREAN WAR VET MEM,  Facility Carried by Structure: N. DOVER TOLL RAMP
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 11.845,  Lanes on structure: 1,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.7m (140.1ft)

Find on map >>   Show street view

Structure Number: 2922N15,  Location: EAST OF DOVER (Lat: 39.165733,  Lng: -75.492875),  Route carried "under" structure: State highway 8,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 2,750 (year 2020),  Truck Traffic: 7%,  Features Intersected: SR8/ N. LITTLE CREEK RD,  Facility Carried by Structure: SR1/KOREAN WAR VET
Minimum Vertical Clearance: 5.86m (19.23ft),  Kilometerpoint: 3.219,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.4m (99.7ft)

Find on map >>   Show street view

Structure Number: 2922S15,  Location: EAST OF DOVER (Lat: 39.165753,  Lng: -75.493181),  Route carried "under" structure: State highway 8,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 2,750 (year 2020),  Truck Traffic: 7%,  Features Intersected: SR8/ N. LITTLE CREEK RD,  Facility Carried by Structure: SR1/KOREAN WAR VET
Minimum Vertical Clearance: 5.19m (17.03ft),  Kilometerpoint: 3.187,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.4m (99.7ft)

Find on map >>   Show street view

Structure Number: 2923N15,  Location: EAST OF DOVER (Lat: 39.156611,  Lng: -75.493122),  Route carried "under" structure: County highway 67,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 1,351 (year 2020),  Truck Traffic: 7%,  Features Intersected: S. LITTLE CREEK RD,  Facility Carried by Structure: SR1 NB
Minimum Vertical Clearance: 4.96m (16.27ft),  Kilometerpoint: 2.800,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.1m (72.5ft)

Find on map >>   Show street view

Structure Number: 2923S15,  Location: EAST OF DOVER (Lat: 39.156628,  Lng: -75.493497),  Route carried "under" structure: County highway 67,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 1,351 (year 2020),  Truck Traffic: 7%,  Features Intersected: S. LITTLE CREEK RD,  Facility Carried by Structure: SR1 SB
Minimum Vertical Clearance: 4.53m (14.86ft),  Kilometerpoint: 2.820,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.1m (72.5ft)

Find on map >>   Show street view

Structure Number: 2924N15,  Location: S/E DOVER (Lat: 39.142075,  Lng: -75.497767),  Route carried "under" structure: US 113,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 16,263 (year 2020),  Truck Traffic: 7%,  Features Intersected: US 113/BAY RD,  Facility Carried by Structure: SR1/KOREAN WAR VET
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 1.352,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 49.1m (161.1ft)

Find on map >>   Show street view

Structure Number: 2924S15,  Location: S.E. DOVER (Lat: 39.142439,  Lng: -75.497958),  Route carried "under" structure: US 113,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 16,263 (year 2020),  Truck Traffic: 6%,  Features Intersected: US113 / BAY RD,  Facility Carried by Structure: SR1/KOREAN WAR VET
Minimum Vertical Clearance: 5.56m (18.24ft),  Kilometerpoint: 1.400,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 49.1m (161.1ft)

Find on map >>   Show street view

Structure Number: 2925 15,  Location: NORTH GATE DAFB (Lat: 39.130831,  Lng: -75.492417),  Route carried "under" structure: State highway 10,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 15,371 (year 2020),  Truck Traffic: 7%,  Features Intersected: SR10/E. LEBANON RD.,  Facility Carried by Structure: KOREAN WAR VET MEM
Minimum Vertical Clearance: 5.27m (17.29ft),  Kilometerpoint: 4.522,  Lanes on structure: 5,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.2m (79.4ft)

Find on map >>   Show street view

Structure Number: 2926 150A,  Location: S. OF ADMIN BLDG/DOVER (Lat: 39.148858,  Lng: -75.495303),  Route carried "under" structure: State highway 1,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 40,393 (year 2019),  Truck Traffic: 10%,  Features Intersected: SR 1,  Facility Carried by Structure: PUNCHEON RUN CONN.
Minimum Vertical Clearance: 6.21m (20.37ft),  Kilometerpoint: 3.121,  Lanes on structure: 1,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 55.2m (181.1ft)

Find on map >>   Show street view

Structure Number: 2929E150A,  Location: S. OF ADMIN BLDG/DOVER (Lat: 39.146150,  Lng: -75.500644),  Route carried "under" structure: US 113,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 28,393 (year 2019),  Truck Traffic: 9%,  Features Intersected: BAY ROAD / US113,  Facility Carried by Structure: PUNCHEON RUN CONN.
Minimum Vertical Clearance: 5.90m (19.36ft),  Kilometerpoint: 1.867,  Lanes on structure: 3,  Lanes under structure: 7,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.0m (82.0ft)

Find on map >>   Show street view

Structure Number: 2929W150A,  Location: S. OF ADMIN BLDG/DOVER (Lat: 39.146311,  Lng: -75.500786),  Route carried "under" structure: US 113,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 28,383 (year 2019),  Truck Traffic: 9%,  Features Intersected: BAY ROAD,  Facility Carried by Structure: PUNCHEON RUN CONN.
Minimum Vertical Clearance: 6.00m (19.69ft),  Kilometerpoint: 1.867,  Lanes on structure: 1,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.0m (82.0ft)

Find on map >>   Show street view

Structure Number: 2931 150A,  Location: SOUTH DOVER (Lat: 39.138789,  Lng: -75.522650),  Route carried "under" structure: Alternate State highway 113A,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 4,852 (year 2019),  Truck Traffic: 8%,  Features Intersected: S. STATE ST,  Facility Carried by Structure: PUNCHEON RUN CONN
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 0.515,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.1m (128.3ft)

Discuss Dover, Delaware (DE) on our hugely popular Delaware forum.


City-data.com does not guarantee the accuracy or timeliness of any information on this site.  Use at your own risk.
Some parts © 2024 Advameg, Inc.