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Bridge Statistics for Milford, Delaware (DE) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Milford, DE, Delaware, Delaware forum, All US cities. National Bridge Inventory (NBI) Statistics
Number of bridges: 18
Total length: 75 meters (246ft) Total costs: $930,000 Total average daily traffic: 198,653 Total average daily truck traffic: 12,503 National Bridge Inventory (NBI) Registered Bridges for Milford
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
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: 13,896 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 17,271 (year 2030), Design Load: HS 20, Features Intersected: SILVER 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 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
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: 13,896 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 17,271 (year 2030), Design Load: HS 20, Features Intersected: SILVER 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 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
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: 30,471 (year 2008), Truck Traffic: 8%, 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 2009 Find on map >>
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: 23,705 (year 2008), Truck Traffic: 3%, 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: Good, 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: Better than 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 2009, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
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 2007), Truck Traffic: 4%, 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: November 2008 Find on map >>
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: 8,530 (year 2008), 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: 4.27m (14.01ft), 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: Fair, 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 12 months, Critical Feature Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2009, Critical Feature Inspection Date: October 2009, Underwater Inspection Date: October 2005, Bridge Improvement Cost: $280,000, Roadway Improvement Cost: $28,000, Total Project Cost: $420,000 ( Estimate for 2005), Deck Structure Type: Open Grating Find on map >>
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 2008), 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: 6.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 4.9 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: September 2009, 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 Find on map >>
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: 8,434 (year 2008), Truck Traffic: 11%, 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 2009, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
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 2007), 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, Other Special Inspection Frequency: Every 48 months, Inspection Date: September 2008, Underwater Inspection Date: September 2008, Other Special Inspection Date: September 2008 Find on map >>
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 2008), Truck Traffic: 11%, Average Future Daily Traffic: 2,237 (year 2031), Design Load: HS 20, 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: 9.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 2.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: September 2009, 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 Find on map >>
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 2008), 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: September 2009, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
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: 7,922 (year 2008), Truck Traffic: 3%, 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: Good, 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 2009, Deck Structure Type: Concrete Cast-file-Place Find on map >>
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: 1,718 (year 2008), 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: Good, Superstructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2009, Deck Structure Type: Concrete Cast-file-Place Find on map >>
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: 8,908 (year 2008), Truck Traffic: 3%, 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: Good, 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: July 2009, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
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: 8,908 (year 2008), Truck Traffic: 3%, 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: Good, 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: 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: July 2009, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
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: 21,229 (year 2008), Truck Traffic: 8%, 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) Find on map >>
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: 18,926 (year 2008), Truck Traffic: 3%, 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) Find on map >>
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: 18,926 (year 2008), Truck Traffic: 3%, 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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