Bridge Statistics for Riverview, Delaware (DE)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 10Number of bridges
- 43ft / 12.8mTotal length
- $781,000Total costs
- 22,220Total average daily traffic
- 2,021Total average daily truck traffic
- 27,612Total future (year 2042) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Riverview
- No street view available for this location
- New bridges - historical statistics
- 41960-1969
- 21980-1989
- 42010-2019
- Bridge Condition - Deck
- 40.0%Very good
- 60.0%Good
- Bridge Condition - Superstructure
- 40.0%Very good
- 40.0%Good
- 20.0%Satisfactory
- Bridge Condition - Substructure
- 60.0%Good
- 40.0%Satisfactory
- Bridge Condition - Channel
- 30.0%Very good
- 30.0%Good
- 20.0%Satisfactory
- 20.0%Fair
- Bridge Condition - Culverts
- 80.0%Good
- 20.0%Satisfactory
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Structure Number: 2031A031, Location: S.W. OF MAGNOLIA (Lat: 39.055083, Lng: -75.494453), Route carried "on" structure: County highway 31, Year Built: 2019, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 2,191 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 2,723 (year 2043), Design Load: HL 93, Features Intersected: THORNDYK DITCH, Facility Carried by Structure: IRISH HILL RD.
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 5.826, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 50.5 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: 39.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Total Project Cost: $300,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2031A031, Location: S.W. OF MAGNOLIA (Lat: 39.055083, Lng: -75.494453), Route carried "on" structure: County highway 31, Year Built: 2019, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 2,191 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 2,723 (year 2043), Design Load: HL 93, Features Intersected: THORNDYK DITCH, Facility Carried by Structure: IRISH HILL RD.
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 5.826, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 50.5 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: 39.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Total Project Cost: $300,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 2033B033, Location: EAST OF CANTERBURY (Lat: 39.038603, Lng: -75.553025), Route carried "on" structure: State highway 15, Year Built: 2013, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 4,070 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 5,058 (year 2043), Design Load: HL 93, Features Intersected: HUDSON BRANCH
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 4.281, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.5m (24.6ft), 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-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 14.8m (48.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 67.7 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: 52.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.67m (2.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $185,000, Roadway Improvement Cost: $19,000, Total Project Cost: $278,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2033B033, Location: EAST OF CANTERBURY (Lat: 39.038603, Lng: -75.553025), Route carried "on" structure: State highway 15, Year Built: 2013, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 4,070 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 5,058 (year 2043), Design Load: HL 93, Features Intersected: HUDSON BRANCH
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 4.281, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.5m (24.6ft), 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-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 14.8m (48.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 67.7 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: 52.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.67m (2.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $185,000, Roadway Improvement Cost: $19,000, Total Project Cost: $278,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 2371A371, Location: SOUTH OF LITTLE HEAVEN (Lat: 39.034514, Lng: -75.483492), Route carried "on" structure: County highway 371, Year Built: 2015, Status: Open, Structure Length: 1.42m (4.66ft), Average Daily Traffic: 1,386 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 1,722 (year 2043), Design Load: HS 20, Features Intersected: DOUBLE RUN CREEK, Facility Carried by Structure: BARRETT'S CHAP
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 6.920, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.5m (11.5ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 60.9 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: 56.1 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.95m (6.40ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: April 2021, Underwater Inspection Date: April 2021
Structure Number: 2371A371, Location: SOUTH OF LITTLE HEAVEN (Lat: 39.034514, Lng: -75.483492), Route carried "on" structure: County highway 371, Year Built: 2015, Status: Open, Structure Length: 1.42m (4.66ft), Average Daily Traffic: 1,386 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 1,722 (year 2043), Design Load: HS 20, Features Intersected: DOUBLE RUN CREEK, Facility Carried by Structure: BARRETT'S CHAP
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 6.920, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.5m (11.5ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 60.9 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: 56.1 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.95m (6.40ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: April 2021, Underwater Inspection Date: April 2021
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Structure Number: 2371C371, Location: EAST OF CANTERBURY (Lat: 39.038861, Lng: -75.547092), Route carried "on" structure: County highway 371, Year Built: 1985, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 1,403 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 1,743 (year 2043), Design Load: HS 20, Features Intersected: HUDSON BRANCH, Facility Carried by Structure: BARRETT'S CHPL RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 1.223, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.9m (22.6ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.2m (7.2ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
Structure Number: 2371C371, Location: EAST OF CANTERBURY (Lat: 39.038861, Lng: -75.547092), Route carried "on" structure: County highway 371, Year Built: 1985, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 1,403 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 1,743 (year 2043), Design Load: HS 20, Features Intersected: HUDSON BRANCH, Facility Carried by Structure: BARRETT'S CHPL RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 1.223, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.9m (22.6ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.2m (7.2ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
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Structure Number: 2378B378, Location: EAST OF CANTERBURY (Lat: 39.036200, Lng: -75.510569), Route carried "on" structure: County highway 378, Year Built: 1968, Status: Open, Structure Length: 0.87m (2.85ft), Average Daily Traffic: 1,513 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 1,880 (year 2043), Design Load: HS 20, Features Intersected: MC GINNIS POND, Facility Carried by Structure: McGINNIS POND RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 1.078, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.9m (22.6ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 49.9 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: 38.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
Structure Number: 2378B378, Location: EAST OF CANTERBURY (Lat: 39.036200, Lng: -75.510569), Route carried "on" structure: County highway 378, Year Built: 1968, Status: Open, Structure Length: 0.87m (2.85ft), Average Daily Traffic: 1,513 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 1,880 (year 2043), Design Load: HS 20, Features Intersected: MC GINNIS POND, Facility Carried by Structure: McGINNIS POND RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 1.078, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.9m (22.6ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 49.9 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: 38.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
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Structure Number: 2380A38, Location: N/W OF FREDERICA (Lat: 39.024897, Lng: -75.508522), Route carried "on" structure: County highway 380, Year Built: 1964, Status: Open, Structure Length: 1.12m (3.67ft), Average Daily Traffic: 1,184 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 1,471 (year 2042), Design Load: HS 20, Features Intersected: ANDREWS LAKE, Facility Carried by Structure: ANDREWS LAKE RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 2.157, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.5m (21.3ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.3m (33.8ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 86.5 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: 42.1 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2380A38, Location: N/W OF FREDERICA (Lat: 39.024897, Lng: -75.508522), Route carried "on" structure: County highway 380, Year Built: 1964, Status: Open, Structure Length: 1.12m (3.67ft), Average Daily Traffic: 1,184 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 1,471 (year 2042), Design Load: HS 20, Features Intersected: ANDREWS LAKE, Facility Carried by Structure: ANDREWS LAKE RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 2.157, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.5m (21.3ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.3m (33.8ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 86.5 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: 42.1 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2381A381, Location: EAST OF CANTERBURY (Lat: 39.032528, Lng: -75.524792), Route carried "on" structure: County highway 381, Year Built: 2011, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 787 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 978 (year 2043), Design Load: HS 20, Features Intersected: HUDSON BRANCH, Facility Carried by Structure: FOX CHASE RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.708, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.9m (19.4ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.2m (20.3ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 42.1 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: 32.4 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.74m (2.43ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $135,000, Roadway Improvement Cost: $14,000, Total Project Cost: $203,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2381A381, Location: EAST OF CANTERBURY (Lat: 39.032528, Lng: -75.524792), Route carried "on" structure: County highway 381, Year Built: 2011, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 787 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 978 (year 2043), Design Load: HS 20, Features Intersected: HUDSON BRANCH, Facility Carried by Structure: FOX CHASE RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.708, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.9m (19.4ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.2m (20.3ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 42.1 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: 32.4 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.74m (2.43ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $135,000, Roadway Improvement Cost: $14,000, Total Project Cost: $203,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 2384A384, Location: S.E. OF FELTON (Lat: 38.981392, Lng: -75.529511), Route carried "on" structure: County highway 384, Year Built: 1969, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 1,681 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 2,089 (year 2043), Design Load: HS 20, Features Intersected: KILLEN POND SPILLWAY, Facility Carried by Structure: KILLENS POND RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 13.519, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 30.5 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: 23.7 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 2384A384, Location: S.E. OF FELTON (Lat: 38.981392, Lng: -75.529511), Route carried "on" structure: County highway 384, Year Built: 1969, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 1,681 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 2,089 (year 2043), Design Load: HS 20, Features Intersected: KILLEN POND SPILLWAY, Facility Carried by Structure: KILLENS POND RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 13.519, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 30.5 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: 23.7 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 2388A388, Location: COURSEYS POND (Lat: 38.988892, Lng: -75.510547), Route carried "on" structure: State highway 15, Year Built: 1986, Status: Open, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 4,185 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 5,201 (year 2042), Design Load: HS 20, Features Intersected: COURSEYS POND
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 8.750, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.1m (72.5ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 90.7 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: 70.0 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: 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: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2388A388, Location: COURSEYS POND (Lat: 38.988892, Lng: -75.510547), Route carried "on" structure: State highway 15, Year Built: 1986, Status: Open, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 4,185 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 5,201 (year 2042), Design Load: HS 20, Features Intersected: COURSEYS POND
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 8.750, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.1m (72.5ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 90.7 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: 70.0 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: 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: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3525 331, Location: S/E OF MILLSBORO (Lat: 38.582275, Lng: -75.270022), Route carried "on" structure: County highway 331, Year Built: 1964, Status: Open, Structure Length: 0.99m (3.25ft), Average Daily Traffic: 3,820 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 4,747 (year 2043), Design Load: HS 20, Features Intersected: IRON BRANCH, Facility Carried by Structure: IRON BRANCH RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 4.297, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.8m (38.7ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 69.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.5 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: September 2021, Underwater Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3525 331, Location: S/E OF MILLSBORO (Lat: 38.582275, Lng: -75.270022), Route carried "on" structure: County highway 331, Year Built: 1964, Status: Open, Structure Length: 0.99m (3.25ft), Average Daily Traffic: 3,820 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 4,747 (year 2043), Design Load: HS 20, Features Intersected: IRON BRANCH, Facility Carried by Structure: IRON BRANCH RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 4.297, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.8m (38.7ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 69.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.5 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: September 2021, Underwater Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous