Bridge Statistics for Pike Creek Valley, Delaware (DE)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 14Number of bridges
- 240ft / 73.1mTotal length
- $1,864,000Total costs
- 297,937Total average daily traffic
- 25,486Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Pike Creek Valley
- No street view available for this location
- New bridges - historical statistics
- 21940-1949
- 11970-1979
- 51980-1989
- 61990-1999
- Bridge Condition - Deck
- 72.7%Good
- 18.2%Satisfactory
- 9.1%Fair
- Bridge Condition - Superstructure
- 36.4%Good
- 45.5%Satisfactory
- 18.2%Fair
- Bridge Condition - Substructure
- 45.5%Good
- 54.5%Satisfactory
- Bridge Condition - Channel
- 12.5%Very good
- 37.5%Good
- 25.0%Satisfactory
- 25.0%Fair
Find on map >> Show street view
Structure Number: 1211A011, Location: W. OF DELAWARE PARK (Lat: 39.702703, Lng: -75.694183), Route carried "on" structure: State highway 2, Year Built: 1948, Year Reconstructed: 2009, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 35,497 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 44,188 (year 2038), Design Load: HS 20, Features Intersected: PIKE CREEK
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 10.750, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.9m (75.1ft), Skew: 23 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 26.6m (87.3ft), Out-to-Out Width: 27.6m (90.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 39.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 30.5 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.71m (5.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $501,000, Roadway Improvement Cost: $50,000, Total Project Cost: $752,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1211A011, Location: W. OF DELAWARE PARK (Lat: 39.702703, Lng: -75.694183), Route carried "on" structure: State highway 2, Year Built: 1948, Year Reconstructed: 2009, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 35,497 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 44,188 (year 2038), Design Load: HS 20, Features Intersected: PIKE CREEK
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 10.750, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.9m (75.1ft), Skew: 23 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 26.6m (87.3ft), Out-to-Out Width: 27.6m (90.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 39.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 30.5 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.71m (5.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $501,000, Roadway Improvement Cost: $50,000, Total Project Cost: $752,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 1212 322, Location: E. OF WHITE CLAY PARK (Lat: 39.706847, Lng: -75.695167), Route carried "on" structure: County highway 322, Year Built: 1970, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 1,623 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 2,017 (year 2042), Design Load: HS 20, Features Intersected: PIKE CREEK, Facility Carried by Structure: UPPER PIKE CREEK R
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.510, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), 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: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 15.7m (51.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, 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: 34.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present desirable 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 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1212 322, Location: E. OF WHITE CLAY PARK (Lat: 39.706847, Lng: -75.695167), Route carried "on" structure: County highway 322, Year Built: 1970, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 1,623 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 2,017 (year 2042), Design Load: HS 20, Features Intersected: PIKE CREEK, Facility Carried by Structure: UPPER PIKE CREEK R
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.510, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), 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: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 15.7m (51.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, 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: 34.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present desirable 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 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 1213, Location: CREEKSIDE/N.W. CHRISTIANA (Lat: 39.701119, Lng: -75.693056), Route carried "on" structure: City street , Year Built: 1989, Status: Open, Structure Length: 2.25m (7.38ft), Average Daily Traffic: 99 (year 2019), Truck Traffic: 11%, Average Future Daily Traffic: 123 (year 2042), Design Load: HL 93, Features Intersected: PIKE CREEK, Facility Carried by Structure: GREEN VALLEY DR.
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: Private, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 73.2 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: 56.4 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, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1213, Location: CREEKSIDE/N.W. CHRISTIANA (Lat: 39.701119, Lng: -75.693056), Route carried "on" structure: City street , Year Built: 1989, Status: Open, Structure Length: 2.25m (7.38ft), Average Daily Traffic: 99 (year 2019), Truck Traffic: 11%, Average Future Daily Traffic: 123 (year 2042), Design Load: HL 93, Features Intersected: PIKE CREEK, Facility Carried by Structure: GREEN VALLEY DR.
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: Private, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 73.2 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: 56.4 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, Inspection Date: May 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: 1224 325, Location: PIKE CREEK AREA (Lat: 39.720089, Lng: -75.717569), Route carried "on" structure: County highway 325, Year Built: 1997, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 3,630 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 4,554 (year 2043), Design Load: HS 25 or greater, Features Intersected: MIDDLE RUN, Facility Carried by Structure: FOX DEN RD.
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 1.030, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 41.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $86,000, Roadway Improvement Cost: $9,000, Total Project Cost: $129,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1224 325, Location: PIKE CREEK AREA (Lat: 39.720089, Lng: -75.717569), Route carried "on" structure: County highway 325, Year Built: 1997, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 3,630 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 4,554 (year 2043), Design Load: HS 25 or greater, Features Intersected: MIDDLE RUN, Facility Carried by Structure: FOX DEN RD.
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 1.030, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 41.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $86,000, Roadway Improvement Cost: $9,000, Total Project Cost: $129,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 1234 011, Location: N/W OF STANTON (Lat: 39.719797, Lng: -75.665814), Route carried "on" structure: State highway 2, Year Built: 1949, Year Reconstructed: 2009, Status: Open, Structure Length: 2.24m (7.35ft), Average Daily Traffic: 28,793 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 35,787 (year 2043), Design Load: HS 20, Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 13.900, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.4m (76.8ft), Skew: 24 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 26.8m (87.9ft), Out-to-Out Width: 27.7m (90.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 31.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.19m (7.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $655,000, Roadway Improvement Cost: $66,000, Total Project Cost: $983,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1234 011, Location: N/W OF STANTON (Lat: 39.719797, Lng: -75.665814), Route carried "on" structure: State highway 2, Year Built: 1949, Year Reconstructed: 2009, Status: Open, Structure Length: 2.24m (7.35ft), Average Daily Traffic: 28,793 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 35,787 (year 2043), Design Load: HS 20, Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 13.900, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.4m (76.8ft), Skew: 24 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 26.8m (87.9ft), Out-to-Out Width: 27.7m (90.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 31.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.19m (7.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $655,000, Roadway Improvement Cost: $66,000, Total Project Cost: $983,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 1235 02, Location: N. OF DELAWARE PARK (Lat: 39.714222, Lng: -75.665839), Route carried "on" structure: County highway 20, Year Built: 1996, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 2,954 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 3,671 (year 2042), Design Load: HS 25 or greater, Features Intersected: MILL CREEK, Facility Carried by Structure: OLD CAPITOL TRAIL
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 1.450, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), 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: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.7m (5.6ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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: 54.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 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
Structure Number: 1235 02, Location: N. OF DELAWARE PARK (Lat: 39.714222, Lng: -75.665839), Route carried "on" structure: County highway 20, Year Built: 1996, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 2,954 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 3,671 (year 2042), Design Load: HS 25 or greater, Features Intersected: MILL CREEK, Facility Carried by Structure: OLD CAPITOL TRAIL
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 1.450, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), 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: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.7m (5.6ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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: 54.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 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
Find on map >> Show street view
Structure Number: 1262N336, Location: STANTON (Lat: 39.707028, Lng: -75.653381), Route carried "on" structure: State highway 4, Year Built: 1981, Status: Open, Structure Length: 16.25m (53.31ft), Average Daily Traffic: 27,119 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 33,706 (year 2042), Design Load: HS 20, Features Intersected: WHITE CLAY CREEK
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 1.143, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 17.5m (57.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 26.2 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: 20.4 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: Better than 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: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1262N336, Location: STANTON (Lat: 39.707028, Lng: -75.653381), Route carried "on" structure: State highway 4, Year Built: 1981, Status: Open, Structure Length: 16.25m (53.31ft), Average Daily Traffic: 27,119 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 33,706 (year 2042), Design Load: HS 20, Features Intersected: WHITE CLAY CREEK
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 1.143, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 17.5m (57.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 26.2 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: 20.4 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: Better than 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: May 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: 1262S336, Location: WEST OF NEWPORT (Lat: 39.707089, Lng: -75.653553), Route carried "on" structure: State highway 4, Year Built: 1981, Status: Open, Structure Length: 16.25m (53.31ft), Average Daily Traffic: 27,119 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 33,706 (year 2042), Design Load: HS 20, Features Intersected: WHITE CLAY CREEK
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 19.988, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 17.5m (57.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: 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: Better than 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: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1262S336, Location: WEST OF NEWPORT (Lat: 39.707089, Lng: -75.653553), Route carried "on" structure: State highway 4, Year Built: 1981, Status: Open, Structure Length: 16.25m (53.31ft), Average Daily Traffic: 27,119 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 33,706 (year 2042), Design Load: HS 20, Features Intersected: WHITE CLAY CREEK
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 19.988, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 17.5m (57.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: 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: Better than 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: May 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: 1264N336, Location: STANTON (Lat: 39.702786, Lng: -75.653069), Route carried "on" structure: State highway 4, Year Built: 1983, Status: Open, Structure Length: 9.94m (32.61ft), Average Daily Traffic: 27,119 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 33,706 (year 2042), Design Load: HS 20, Features Intersected: AMTRAK
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 2.285, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 42.1m (138.1ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 17.4m (57.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 55.1 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: 42.4 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: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1264N336, Location: STANTON (Lat: 39.702786, Lng: -75.653069), Route carried "on" structure: State highway 4, Year Built: 1983, Status: Open, Structure Length: 9.94m (32.61ft), Average Daily Traffic: 27,119 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 33,706 (year 2042), Design Load: HS 20, Features Intersected: AMTRAK
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 2.285, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 42.1m (138.1ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 17.4m (57.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 55.1 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: 42.4 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: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 1264S336, Location: STANTON (Lat: 39.702703, Lng: -75.653244), Route carried "on" structure: State highway 4, Year Built: 1983, Status: Open, Structure Length: 9.94m (32.61ft), Average Daily Traffic: 27,119 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 33,706 (year 2042), Design Load: HS 20, Features Intersected: AMTRAK
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 20.551, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 42.1m (138.1ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 17.4m (57.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 55.1 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: 42.4 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: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1264S336, Location: STANTON (Lat: 39.702703, Lng: -75.653244), Route carried "on" structure: State highway 4, Year Built: 1983, Status: Open, Structure Length: 9.94m (32.61ft), Average Daily Traffic: 27,119 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 33,706 (year 2042), Design Load: HS 20, Features Intersected: AMTRAK
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 20.551, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 42.1m (138.1ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 17.4m (57.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 55.1 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: 42.4 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: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 1267N067, Location: CHURCHMANS CROSSING (Lat: 39.688542, Lng: -75.654567), Route carried "on" structure: State highway 7, Year Built: 1997, Status: Open, Structure Length: 5.25m (17.22ft), Average Daily Traffic: 36,826 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 45,772 (year 2042), Design Load: HS 20+Mod, Features Intersected: CHURCHMAN'S RD, Facility Carried by Structure: STANTON CHRISTIANA
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 9.560, Lanes on structure: 3, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.3m (96.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 17.6m (57.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 39.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 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: 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: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1267N067, Location: CHURCHMANS CROSSING (Lat: 39.688542, Lng: -75.654567), Route carried "on" structure: State highway 7, Year Built: 1997, Status: Open, Structure Length: 5.25m (17.22ft), Average Daily Traffic: 36,826 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 45,772 (year 2042), Design Load: HS 20+Mod, Features Intersected: CHURCHMAN'S RD, Facility Carried by Structure: STANTON CHRISTIANA
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 9.560, Lanes on structure: 3, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.3m (96.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 17.6m (57.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 39.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 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: 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: June 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: 1267S067, Location: CHURCHMANS CROSSING (Lat: 39.688567, Lng: -75.654775), Route carried "on" structure: State highway 1, Year Built: 1997, Status: Open, Structure Length: 5.25m (17.22ft), Average Daily Traffic: 36,825 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 45,770 (year 2042), Design Load: HS 20+Mod, Features Intersected: CHURCHMAN'S RD/SR58, Facility Carried by Structure: STANTON CHRISTIANA
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 11.394, Lanes on structure: 2, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.2m (43.3ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.2m (86.0ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 39.9 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: 32.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1267S067, Location: CHURCHMANS CROSSING (Lat: 39.688567, Lng: -75.654775), Route carried "on" structure: State highway 1, Year Built: 1997, Status: Open, Structure Length: 5.25m (17.22ft), Average Daily Traffic: 36,825 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 45,770 (year 2042), Design Load: HS 20+Mod, Features Intersected: CHURCHMAN'S RD/SR58, Facility Carried by Structure: STANTON CHRISTIANA
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 11.394, Lanes on structure: 2, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.2m (43.3ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.2m (86.0ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 39.9 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: 32.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 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: 1267N067, Location: CHURCHMANS CROSSING (Lat: 39.688542, Lng: -75.654567), Route carried "under" structure: State highway 339, Year Built: 1997, Structure Length: 0. m, Average Daily Traffic: 21,607 (year 2019), Truck Traffic: 9%, Features Intersected: CHURCHMAN'S RD, Facility Carried by Structure: STANTON CHRISTIANA
Minimum Vertical Clearance: 5.66m (18.57ft), Kilometerpoint: 4.908, Lanes on structure: 3, Lanes under structure: 8, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.3m (96.1ft)
Structure Number: 1267N067, Location: CHURCHMANS CROSSING (Lat: 39.688542, Lng: -75.654567), Route carried "under" structure: State highway 339, Year Built: 1997, Structure Length: 0. m, Average Daily Traffic: 21,607 (year 2019), Truck Traffic: 9%, Features Intersected: CHURCHMAN'S RD, Facility Carried by Structure: STANTON CHRISTIANA
Minimum Vertical Clearance: 5.66m (18.57ft), Kilometerpoint: 4.908, Lanes on structure: 3, Lanes under structure: 8, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.3m (96.1ft)
Find on map >> Show street view
Structure Number: 1267S067, Location: CHURCHMANS CROSSING (Lat: 39.688567, Lng: -75.654775), Route carried "under" structure: State highway 58, Year Built: 1997, Structure Length: 0. m, Average Daily Traffic: 21,607 (year 2019), Truck Traffic: 9%, Features Intersected: CHURCHMAN'S RD/SR58, Facility Carried by Structure: STANTON CHRISTIANA
Minimum Vertical Clearance: 6.09m (19.98ft), Kilometerpoint: 4.908, Lanes on structure: 2, Lanes under structure: 8, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 26.2m (86.0ft)
Structure Number: 1267S067, Location: CHURCHMANS CROSSING (Lat: 39.688567, Lng: -75.654775), Route carried "under" structure: State highway 58, Year Built: 1997, Structure Length: 0. m, Average Daily Traffic: 21,607 (year 2019), Truck Traffic: 9%, Features Intersected: CHURCHMAN'S RD/SR58, Facility Carried by Structure: STANTON CHRISTIANA
Minimum Vertical Clearance: 6.09m (19.98ft), Kilometerpoint: 4.908, Lanes on structure: 2, Lanes under structure: 8, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 26.2m (86.0ft)