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

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National Bridge Inventory (NBI) Statistics
Number of bridges: 18
Total length: 75 meters (246ft)
Total costs: $930,000
Total average daily traffic: 212,134
Total average daily truck traffic: 16,442
National Bridge Inventory (NBI) Registered Bridges for Milford
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New bridges - Historical Statistics

  • 1900-1909: 1
  • 1910-1919: 0
  • 1920-1929: 1
  • 1930-1939: 1
  • 1940-1949: 0
  • 1950-1959: 0
  • 1960-1969: 3
  • 1970-1979: 9
  • 1980-1989: 1
  • 1990-1999: 1
  • 2000-2009: 1

Average Daily Traffic

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Channel

Bridge Condition - Culverts

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Structure Number: 2008A008,  Location: WEST MILFORD (Lat: 38.913142,  Lng: -75.443986),  Route carried "on" structure: US 113,  Year Built: 1963,  Status: Open,  Structure Length: 1.66m (5.45ft),  Average Daily Traffic: 13,367 (year 2008),  Truck Traffic: 11%,  Average Future Daily Traffic: 17,271 (year 2030),  Design Load: HS 20,  Features Intersected: HAVEN LAKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.042,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.7m (48.2ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Inventory Rating: 60.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: September 10,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 2008B008,  Location: WEST MILFORD (Lat: 38.913139,  Lng: -75.443717),  Route carried "on" structure: US 113,  Year Built: 1963,  Status: Open,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 13,367 (year 2008),  Truck Traffic: 11%,  Average Future Daily Traffic: 17,271 (year 2030),  Design Load: HS 20,  Features Intersected: HAVEN LAKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.074,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.6m (70.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Inventory Rating: 60.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: September 10,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 2008D008,  Location: NORTH OF MILFORD (Lat: 38.942411,  Lng: -75.427222),  Route carried "on" structure: US 113,  Year Built: 1968,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 32,445 (year 2010),  Truck Traffic: 11%,  Average Future Daily Traffic: 37,873 (year 2031),  Design Load: HS 20,  Features Intersected: TUB MILL POND/SWAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.750,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 36.0m (118.1ft),  Skew: 22 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 1.2m (3.9ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: July 11
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Structure Number: 2008J008,  Location: JUST NORTH OF MILFORD (Lat: 38.937525,  Lng: -75.427736),  Route carried "on" structure: US 113,  Year Built: 1971,  Status: Open,  Structure Length: 6.71m (22.01ft),  Average Daily Traffic: 20,274 (year 2010),  Truck Traffic: 11%,  Average Future Daily Traffic: 29,463 (year 2031),  Design Load: HS 20,  Features Intersected: SR 1, MILFORD BYPASS,  Facility Carried by Structure: N. DUPONT BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.026,  Lanes on structure: 1,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.0m (29.5ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.6m (107.0ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2013,  Location: N. MILFORD CITY LIMITS (Lat: 38.942500,  Lng: -75.426733),  Route carried "on" structure: City street ,  Year Built: 2008,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 99 (year 2008),  Truck Traffic: 5%,  Average Future Daily Traffic: 123 (year 2030),  Design Load: HS 20,  Features Intersected: SWAN CREEK,  Facility Carried by Structure: UNNAMED FRONTAGE R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 14.1m (46.3ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 70.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 35.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable 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 10
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Structure Number: 2021A021,  Location: MILFORD (Lat: 38.917272,  Lng: -75.417636),  Route carried "on" structure: Business State highway 1B,  Year Built: 1929,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 8,979 (year 2010),  Truck Traffic: 11%,  Average Future Daily Traffic: 10,602 (year 2031),  Design Load: H 20,  Features Intersected: MISPILLION RIVER,  Facility Carried by Structure: REHOBOTH BLVD.
Minimum Vertical Clearance: 4.26m (13.98ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Navigation Control: Yes ( Vertical Clearance: 2.0m (6.6ft), Horizontal Clearance: 14.0m (45.9ft)),  Material/Design: Steel,  Design/Construction: Movable - Bascule,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 17.2m (56.4ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 38.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.41m (11.19ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 36 months,  Inspection Date: October 11,  Critical Feature Inspection Date: October 11,  Underwater Inspection Date: November 10,  Bridge Improvement Cost: $280,000,  Roadway Improvement Cost: $28,000,  Total Project Cost: $420,000 ( Estimate for 2005),  Deck Structure Type: Open Grating
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Structure Number: 2501,  Location: MILFORD (Lat: 38.913333,  Lng: -75.427133),  Route carried "on" structure: City street ,  Year Built: 1933,  Status: Posted for load,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 5,250 (year 2010),  Truck Traffic: 11%,  Average Future Daily Traffic: 6,525 (year 2031),  Features Intersected: MISPILLION RIVER,  Facility Carried by Structure: WASHINGTON ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Fair,  Superstructure: Serious,  Substructure: Fair,  Channel: Very good,  Operating Rating: 30.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 23.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 1.34m (4.40ft),  Designated Inspection Frequency: Every 6 months,  Inspection Date: October 11,  Bridge Improvement Cost: $180,000,  Roadway Improvement Cost: $18,000,  Total Project Cost: $271,000 ( Estimate for 2005),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2502 02,  Location: MILFORD (Lat: 38.913308,  Lng: -75.428378),  Route carried "on" structure: County highway 20,  Year Built: 1987,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 5,391 (year 2010),  Truck Traffic: 3%,  Average Future Daily Traffic: 10,482 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: MISPILLION RIVER,  Facility Carried by Structure: WALNUT ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.9m (32.5ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.1m (33.1ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 11,  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: 2503,  Location: MILFORD (Lat: 38.911450,  Lng: -75.432900),  Route carried "on" structure: City street ,  Year Built: 1977,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 2,320 (year 2008),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,883 (year 2030),  Design Load: HS 20,  Features Intersected: MISPILLION RIVER,  Facility Carried by Structure: MAPLE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.0m (13.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 36.3 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  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: September 10,  Underwater Inspection Date: September 2008
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Structure Number: 2504,  Location: MILFORD (Lat: 38.912806,  Lng: -75.430292),  Route carried "on" structure: City street ,  Year Built: 1900,  Status: Posted for load,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 1,800 (year 2010),  Truck Traffic: 11%,  Average Future Daily Traffic: 2,237 (year 2031),  Features Intersected: MISPILLION RIVER,  Facility Carried by Structure: S.W. FRONT ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Very good,  Operating Rating: 14.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 11.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 1.16m (3.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 11,  Bridge Improvement Cost: $160,000,  Roadway Improvement Cost: $16,000,  Total Project Cost: $239,000 ( Estimate for 2005),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2505,  Location: MILFORD (Lat: 38.912175,  Lng: -75.430806),  Route carried "on" structure: City street ,  Year Built: 1994,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 3,715 (year 2010),  Truck Traffic: 11%,  Average Future Daily Traffic: 4,617 (year 2031),  Design Load: HS 20,  Features Intersected: MISPILLION RIVER,  Facility Carried by Structure: CHURCH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 16.1m (52.8ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 11,  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: 3001 014,  Location: EAST MILFORD (Lat: 38.897608,  Lng: -75.396275),  Route carried "on" structure: State highway 14,  Year Built: 1971,  Status: Open,  Structure Length: 7.27m (23.85ft),  Average Daily Traffic: 9,093 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,846 (year 2031),  Design Load: HS 20,  Features Intersected: COASTAL HGWY / SR1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.144,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.7m (25.3ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.2m (115.5ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 11,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 3002 036,  Location: EAST OF MILFORD (Lat: 38.914592,  Lng: -75.400433),  Route carried "on" structure: State highway 36,  Year Built: 1971,  Status: Open,  Structure Length: 6.36m (20.87ft),  Average Daily Traffic: 906 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,135 (year 2031),  Design Load: HS 20,  Features Intersected: COASTAL HGWY / SR1,  Facility Carried by Structure: CEDAR BEACH RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.744,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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: July 11,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 3003N007,  Location: MILFORD (Lat: 38.917478,  Lng: -75.402417),  Route carried "on" structure: State highway 1,  Year Built: 1971,  Status: Open,  Structure Length: 9.36m (30.71ft),  Average Daily Traffic: 9,369 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 11,071 (year 2031),  Design Load: HS 20,  Features Intersected: MISPILLION RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.800,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Navigation Control: Yes ( Vertical Clearance: 7.7m (25.3ft), Horizontal Clearance: 37.8m (124.0ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 38.7m (127.0ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 70.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 3003S007,  Location: MILFORD (Lat: 38.917339,  Lng: -75.402683),  Route carried "on" structure: State highway 1,  Year Built: 1971,  Status: Open,  Structure Length: 9.53m (31.27ft),  Average Daily Traffic: 9,369 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 11,071 (year 2031),  Design Load: HS 20,  Features Intersected: MISPILLION RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.790,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Navigation Control: Yes ( Vertical Clearance: 7.7m (25.3ft), Horizontal Clearance: 37.8m (124.0ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 38.7m (127.0ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 70.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 2008J008,  Location: JUST NORTH OF MILFORD (Lat: 38.937525,  Lng: -75.427736),  Route carried "under" structure: State highway 1,  Year Built: 1971,  Structure Length: 6.71m (22.01ft),  Average Daily Traffic: 22,330 (year 2010),  Truck Traffic: 5%,  Features Intersected: SR 1, MILFORD BYPASS,  Facility Carried by Structure: N. DUPONT BLVD
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 0.197,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.6m (107.0ft)

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Structure Number: 3001 014,  Location: EAST MILFORD (Lat: 38.897608,  Lng: -75.396275),  Route carried "under" structure: State highway 1,  Year Built: 1971,  Structure Length: 7.27m (23.85ft),  Average Daily Traffic: 27,030 (year 2010),  Truck Traffic: 5%,  Features Intersected: COASTAL HGWY / SR1
Minimum Vertical Clearance: 5.55m (18.21ft),  Kilometerpoint: 0.467,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.2m (115.5ft)

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Structure Number: 3002 036,  Location: EAST OF MILFORD (Lat: 38.914592,  Lng: -75.400433),  Route carried "under" structure: State highway 1,  Year Built: 1971,  Structure Length: 6.36m (20.87ft),  Average Daily Traffic: 27,030 (year 2010),  Truck Traffic: 5%,  Features Intersected: COASTAL HGWY / SR1,  Facility Carried by Structure: CEDAR BEACH RD
Minimum Vertical Clearance: 5.01m (16.44ft),  Kilometerpoint: 0.243,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

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