Bridge Statistics for West Grove, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 32Number of bridges
- 128ft / 39.4mTotal length
- $764,000Total costs
- 177,932Total average daily traffic
- 17,294Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for West Grove
- No street view available for this location
- New bridges - historical statistics
- 11910-1919
- 31930-1939
- 21950-1959
- 131960-1969
- 21970-1979
- 41980-1989
- 21990-1999
- 42010-2019
- 12020-2022
- Bridge Condition - Deck
- 9.5%Very good
- 19.0%Good
- 47.6%Satisfactory
- 19.0%Fair
- 4.8%Poor
- Bridge Condition - Superstructure
- 4.5%Excellent
- 9.1%Very good
- 31.8%Good
- 13.6%Satisfactory
- 22.7%Fair
- 9.1%Poor
- 4.5%Critical
- 4.5%Imminent failure
- Bridge Condition - Substructure
- 13.6%Very good
- 13.6%Good
- 45.5%Satisfactory
- 22.7%Fair
- 4.5%Poor
- Bridge Condition - Channel
- 9.5%Very good
- 23.8%Satisfactory
- 42.9%Fair
- 19.0%Poor
- 4.8%Serious
- Bridge Condition - Culverts
- 50.0%Satisfactory
- 50.0%Fair
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Structure Number: 9896, Location: NEAR JENNERSVILLE 45F7 (Lat: 39.825497, Lng: -75.844686), Route carried "on" structure: US 1, Year Built: 1967, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 27,533 (year 2022), Truck Traffic: 11%, Average Future Daily Traffic: 30,551 (year 2032), Design Load: HS 20, Features Intersected: MD.BR.WHITE CLAY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.283, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 38.1m (125.0ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
Structure Number: 9896, Location: NEAR JENNERSVILLE 45F7 (Lat: 39.825497, Lng: -75.844686), Route carried "on" structure: US 1, Year Built: 1967, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 27,533 (year 2022), Truck Traffic: 11%, Average Future Daily Traffic: 30,551 (year 2032), Design Load: HS 20, Features Intersected: MD.BR.WHITE CLAY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.283, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 38.1m (125.0ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
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Structure Number: 9897, Location: NEAR JENNERSVILLE 45G7 (Lat: 39.826508, Lng: -75.836122), Route carried "on" structure: US 1, Year Built: 1967, Status: Open, Structure Length: 2.96m (9.71ft), Average Daily Traffic: 14,161 (year 2022), Truck Traffic: 9%, Average Future Daily Traffic: 15,620 (year 2032), Design Load: HS 20, Features Intersected: GUERNSEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.010, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 12 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Satisfactory, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.50m (11.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 9897, Location: NEAR JENNERSVILLE 45G7 (Lat: 39.826508, Lng: -75.836122), Route carried "on" structure: US 1, Year Built: 1967, Status: Open, Structure Length: 2.96m (9.71ft), Average Daily Traffic: 14,161 (year 2022), Truck Traffic: 9%, Average Future Daily Traffic: 15,620 (year 2032), Design Load: HS 20, Features Intersected: GUERNSEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.010, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 12 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Satisfactory, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.50m (11.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 9899, Location: NEAR WEST GROVE; 45K06 (Lat: 39.835011, Lng: -75.813394), Route carried "on" structure: US 1, Year Built: 1967, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 16,512 (year 2022), Truck Traffic: 8%, Average Future Daily Traffic: 18,948 (year 2032), Design Load: HS 20, Features Intersected: BR. E.BR. WHITE CLAY CR.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.215, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 9899, Location: NEAR WEST GROVE; 45K06 (Lat: 39.835011, Lng: -75.813394), Route carried "on" structure: US 1, Year Built: 1967, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 16,512 (year 2022), Truck Traffic: 8%, Average Future Daily Traffic: 18,948 (year 2032), Design Load: HS 20, Features Intersected: BR. E.BR. WHITE CLAY CR.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.215, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 99, Location: NEAR WEST GROVE; 45K06 (Lat: 39.835092, Lng: -75.813803), Route carried "on" structure: US 1, Year Built: 1967, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 15,540 (year 2022), Truck Traffic: 13%, Average Future Daily Traffic: 18,558 (year 2032), Design Load: HS 20, Features Intersected: BR. E.BR. WHITE CLAY CR.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.225, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 99, Location: NEAR WEST GROVE; 45K06 (Lat: 39.835092, Lng: -75.813803), Route carried "on" structure: US 1, Year Built: 1967, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 15,540 (year 2022), Truck Traffic: 13%, Average Future Daily Traffic: 18,558 (year 2032), Design Load: HS 20, Features Intersected: BR. E.BR. WHITE CLAY CR.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.225, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10251, Location: NEAR KELTON 45A10/3908K1 (Lat: 39.809100, Lng: -75.877797), Route carried "on" structure: State highway 796, Year Built: 1980, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 8,807 (year 2022), Truck Traffic: 11%, Average Future Daily Traffic: 14,583 (year 2032), Design Load: HS 20, Features Intersected: OCTORARO RAILROAD, Facility Carried by Structure: JENNERSVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.940, Lanes on structure: 2, Owner: Railroad, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft)
Condition: Culverts: Satisfactory, Operating Rating: 65.3 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: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
Structure Number: 10251, Location: NEAR KELTON 45A10/3908K1 (Lat: 39.809100, Lng: -75.877797), Route carried "on" structure: State highway 796, Year Built: 1980, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 8,807 (year 2022), Truck Traffic: 11%, Average Future Daily Traffic: 14,583 (year 2032), Design Load: HS 20, Features Intersected: OCTORARO RAILROAD, Facility Carried by Structure: JENNERSVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.940, Lanes on structure: 2, Owner: Railroad, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft)
Condition: Culverts: Satisfactory, Operating Rating: 65.3 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: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
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Structure Number: 10252, Location: US-1;PA 796 INTER. 45B7 (Lat: 39.827114, Lng: -75.869933), Route carried "on" structure: State highway 796, Year Built: 1967, Status: Open, Structure Length: 3.87m (12.70ft), Average Daily Traffic: 4,517 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 6,448 (year 2032), Design Load: HS 20, Features Intersected: US-1;BYPASS, Facility Carried by Structure: JENNERSVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.473, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.70m (15.42ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $43,000, Total Project Cost: $199,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10252, Location: US-1;PA 796 INTER. 45B7 (Lat: 39.827114, Lng: -75.869933), Route carried "on" structure: State highway 796, Year Built: 1967, Status: Open, Structure Length: 3.87m (12.70ft), Average Daily Traffic: 4,517 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 6,448 (year 2032), Design Load: HS 20, Features Intersected: US-1;BYPASS, Facility Carried by Structure: JENNERSVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.473, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.70m (15.42ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $43,000, Total Project Cost: $199,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10255, Location: .5 MI. NE OF 896 53H5 (Lat: 39.766228, Lng: -75.829389), Route carried "on" structure: State highway 841, Year Built: 1986, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 1,865 (year 2022), Truck Traffic: 13%, Average Future Daily Traffic: 1,800 (year 2032), Design Load: H 20, Features Intersected: W. BR. WHITE CLAY CREEK, Facility Carried by Structure: LEWIS/CHESTERVILLE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.721, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 98.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 10255, Location: .5 MI. NE OF 896 53H5 (Lat: 39.766228, Lng: -75.829389), Route carried "on" structure: State highway 841, Year Built: 1986, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 1,865 (year 2022), Truck Traffic: 13%, Average Future Daily Traffic: 1,800 (year 2032), Design Load: H 20, Features Intersected: W. BR. WHITE CLAY CREEK, Facility Carried by Structure: LEWIS/CHESTERVILLE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.721, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 98.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 10257, Location: .5MI.S.TWP.LINE 53K2 (Lat: 39.786461, Lng: -75.817106), Route carried "on" structure: State highway 841, Year Built: 1961, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 2,266 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 2,693 (year 2032), Design Load: HS 20, Features Intersected: MID. BR. WHITE CLAY CR., Facility Carried by Structure: WICKERTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.625, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Poor, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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 desirable criteria, Length Of Structure Improvement: 1.90m (6.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10257, Location: .5MI.S.TWP.LINE 53K2 (Lat: 39.786461, Lng: -75.817106), Route carried "on" structure: State highway 841, Year Built: 1961, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 2,266 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 2,693 (year 2032), Design Load: HS 20, Features Intersected: MID. BR. WHITE CLAY CR., Facility Carried by Structure: WICKERTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.625, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Poor, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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 desirable criteria, Length Of Structure Improvement: 1.90m (6.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10258, Location: US-1;PA 841 INTER. 45J7 (Lat: 39.830100, Lng: -75.823619), Route carried "on" structure: State highway 841, Year Built: 1967, Status: Open, Structure Length: 6.92m (22.70ft), Average Daily Traffic: 1,284 (year 2022), Truck Traffic: 12%, Average Future Daily Traffic: 1,618 (year 2032), Design Load: HS 20, Features Intersected: US 1 BY-PASS, Facility Carried by Structure: CHATHAM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.567, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.5m (77.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 72.6 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 7.80m (25.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10258, Location: US-1;PA 841 INTER. 45J7 (Lat: 39.830100, Lng: -75.823619), Route carried "on" structure: State highway 841, Year Built: 1967, Status: Open, Structure Length: 6.92m (22.70ft), Average Daily Traffic: 1,284 (year 2022), Truck Traffic: 12%, Average Future Daily Traffic: 1,618 (year 2032), Design Load: HS 20, Features Intersected: US 1 BY-PASS, Facility Carried by Structure: CHATHAM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.567, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.5m (77.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 72.6 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 7.80m (25.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10259, Location: CHATHAM 45J05 (Lat: 39.838625, Lng: -75.822042), Route carried "on" structure: State highway 841, Year Built: 1916, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 1,284 (year 2022), Truck Traffic: 12%, Average Future Daily Traffic: 1,618 (year 2032), Design Load: H 15, Features Intersected: BRANCH WHITE CLAY CREEK, Facility Carried by Structure: CHATHAM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.093, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Serious, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: July 2021, Other Special Inspection Date: July 2021, Bridge Improvement Cost: $11,000, Roadway Improvement Cost: $82,000, Total Project Cost: $147,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10259, Location: CHATHAM 45J05 (Lat: 39.838625, Lng: -75.822042), Route carried "on" structure: State highway 841, Year Built: 1916, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 1,284 (year 2022), Truck Traffic: 12%, Average Future Daily Traffic: 1,618 (year 2032), Design Load: H 15, Features Intersected: BRANCH WHITE CLAY CREEK, Facility Carried by Structure: CHATHAM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.093, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Serious, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: July 2021, Other Special Inspection Date: July 2021, Bridge Improvement Cost: $11,000, Roadway Improvement Cost: $82,000, Total Project Cost: $147,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10452, Location: NEW LONDON AIRPORT 53C1 (Lat: 39.789778, Lng: -75.863056), Route carried "on" structure: State highway , Year Built: 1931, Status: Closed, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 527 (year 2022), Truck Traffic: 16%, Average Future Daily Traffic: 564 (year 2032), Design Load: H 20, Features Intersected: WEST BR.WHITE CLAY CREEK, Facility Carried by Structure: N. PENNOCKS BR. RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.769, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 5.0m (16.4ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Poor, Superstructure: Imminent failure, Substructure: Fair, Channel: Fair, Operating Rating: 8.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 4.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.80m (2.62ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2021, Other Special Inspection Date: May 2021, Bridge Improvement Cost: $26,000, Roadway Improvement Cost: $172,000, Total Project Cost: $350,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10452, Location: NEW LONDON AIRPORT 53C1 (Lat: 39.789778, Lng: -75.863056), Route carried "on" structure: State highway , Year Built: 1931, Status: Closed, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 527 (year 2022), Truck Traffic: 16%, Average Future Daily Traffic: 564 (year 2032), Design Load: H 20, Features Intersected: WEST BR.WHITE CLAY CREEK, Facility Carried by Structure: N. PENNOCKS BR. RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.769, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 5.0m (16.4ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Poor, Superstructure: Imminent failure, Substructure: Fair, Channel: Fair, Operating Rating: 8.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 4.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.80m (2.62ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2021, Other Special Inspection Date: May 2021, Bridge Improvement Cost: $26,000, Roadway Improvement Cost: $172,000, Total Project Cost: $350,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10453, Location: NEW LONDON 53D1 (Lat: 39.788064, Lng: -75.858806), Route carried "on" structure: State highway , Year Built: 1954, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 516 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 735 (year 2032), Design Load: H 20, Features Intersected: BRANCH WHITE CLAY CREEK, Facility Carried by Structure: PENNOCK BRIDGE RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.777, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10453, Location: NEW LONDON 53D1 (Lat: 39.788064, Lng: -75.858806), Route carried "on" structure: State highway , Year Built: 1954, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 516 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 735 (year 2032), Design Load: H 20, Features Intersected: BRANCH WHITE CLAY CREEK, Facility Carried by Structure: PENNOCK BRIDGE RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.777, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10457, Location: FRANKLIN TOWNSHIP 54B3 (Lat: 39.781669, Lng: -75.800519), Route carried "on" structure: State highway , Year Built: 1991, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 670 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 924 (year 2032), Design Load: HS 25 or greater, Features Intersected: MIDDLE BR WHITE CLAY CRK, Facility Carried by Structure: CHESTERVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.951, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.5m (64.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 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: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.70m (8.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 10457, Location: FRANKLIN TOWNSHIP 54B3 (Lat: 39.781669, Lng: -75.800519), Route carried "on" structure: State highway , Year Built: 1991, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 670 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 924 (year 2032), Design Load: HS 25 or greater, Features Intersected: MIDDLE BR WHITE CLAY CRK, Facility Carried by Structure: CHESTERVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.951, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.5m (64.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 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: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.70m (8.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 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: 10465, Location: ON TOWNSHIP LINE 45G08 (Lat: 39.820694, Lng: -75.837297), Route carried "on" structure: State highway , Year Built: 1934, Year Reconstructed: 1987, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 6,720 (year 2022), Truck Traffic: 6%, Average Future Daily Traffic: 8,583 (year 2032), Design Load: H 20, Features Intersected: MIDDLE BR WHITE CLAY CR, Facility Carried by Structure: OLD BALTIMORE PIKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.950, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.3m (53.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 58.1 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: 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: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 10465, Location: ON TOWNSHIP LINE 45G08 (Lat: 39.820694, Lng: -75.837297), Route carried "on" structure: State highway , Year Built: 1934, Year Reconstructed: 1987, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 6,720 (year 2022), Truck Traffic: 6%, Average Future Daily Traffic: 8,583 (year 2032), Design Load: H 20, Features Intersected: MIDDLE BR WHITE CLAY CR, Facility Carried by Structure: OLD BALTIMORE PIKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.950, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.3m (53.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 58.1 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: 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: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 10466, Location: 2.5MI.TO LR-15045 46A06 (Lat: 39.832511, Lng: -75.806692), Route carried "on" structure: State highway , Year Built: 1937, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 8,934 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 8,542 (year 2032), Design Load: H 20, Features Intersected: BR.OF EAST BR.WHITE CLAY, Facility Carried by Structure: BALTIMORE PIKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.496, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 15.4m (50.5ft), Out-to-Out Width: 15.7m (51.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $15,000, Total Project Cost: $68,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10466, Location: 2.5MI.TO LR-15045 46A06 (Lat: 39.832511, Lng: -75.806692), Route carried "on" structure: State highway , Year Built: 1937, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 8,934 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 8,542 (year 2032), Design Load: H 20, Features Intersected: BR.OF EAST BR.WHITE CLAY, Facility Carried by Structure: BALTIMORE PIKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.496, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 15.4m (50.5ft), Out-to-Out Width: 15.7m (51.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $15,000, Total Project Cost: $68,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10669, Location: LONDON GROVE TWP. 45G12 (Lat: 39.802511, Lng: -75.834269), Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 2,137 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 2,608 (year 2039), Features Intersected: MIDDLE BR. WHITE CLAY CR, Facility Carried by Structure: SOUTH GUERNSEY RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.20m (7.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 10669, Location: LONDON GROVE TWP. 45G12 (Lat: 39.802511, Lng: -75.834269), Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 2,137 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 2,608 (year 2039), Features Intersected: MIDDLE BR. WHITE CLAY CR, Facility Carried by Structure: SOUTH GUERNSEY RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.20m (7.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, 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: 10675, Location: LONDON GROVE TWP 3799-E9 (Lat: 39.823961, Lng: -75.844600), Route carried "on" structure: City street , Year Built: 1981, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 321 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 392 (year 2039), Design Load: HS 20, Features Intersected: MIDDLE BR WHITE CLAY CRK, Facility Carried by Structure: PASCHALL MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 10675, Location: LONDON GROVE TWP 3799-E9 (Lat: 39.823961, Lng: -75.844600), Route carried "on" structure: City street , Year Built: 1981, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 321 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 392 (year 2039), Design Load: HS 20, Features Intersected: MIDDLE BR WHITE CLAY CRK, Facility Carried by Structure: PASCHALL MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 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: 47374, Location: 1 Mi NE PA-896 3909-C4 (Lat: 39.787847, Lng: -75.858911), Route carried "on" structure: Other road , Year Built: 2012, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 100 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 123 (year 2032), Design Load: HS 20+Mod, Features Intersected: W. Br White Clay Creek, Facility Carried by Structure: West Avondale Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
Structure Number: 47374, Location: 1 Mi NE PA-896 3909-C4 (Lat: 39.787847, Lng: -75.858911), Route carried "on" structure: Other road , Year Built: 2012, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 100 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 123 (year 2032), Design Load: HS 20+Mod, Features Intersected: W. Br White Clay Creek, Facility Carried by Structure: West Avondale Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
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Structure Number: 47562, Location: .5 Mi S Balt Pk 3799-C10 (Lat: 39.814122, Lng: -75.859358), Route carried "on" structure: City street 326, Year Built: 2012, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 200 (year 1980), Truck Traffic: 5%, Average Future Daily Traffic: 245 (year 2032), Design Load: HL 93, Features Intersected: East Penn Railway
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Maintenance Responsibility: Railroad, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 36.6 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 47562, Location: .5 Mi S Balt Pk 3799-C10 (Lat: 39.814122, Lng: -75.859358), Route carried "on" structure: City street 326, Year Built: 2012, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 200 (year 1980), Truck Traffic: 5%, Average Future Daily Traffic: 245 (year 2032), Design Load: HL 93, Features Intersected: East Penn Railway
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Maintenance Responsibility: Railroad, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 36.6 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, 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: 53731, Location: NEAR WEST GROVE 45F06 (Lat: 39.832611, Lng: -75.845172), Route carried "on" structure: State highway , Year Built: 2018, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 482 (year 2022), Truck Traffic: 9%, Average Future Daily Traffic: 128 (year 2032), Design Load: HL 93, Features Intersected: MIDDLE BR WHITE CLAY CRK, Facility Carried by Structure: Ewing Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.300, Lanes on structure: 2, Owner: State Highway Agency, Maintenance Responsibility: Private, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Good, Channel: Very good, Operating Rating: 50.9 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 39.5 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 53731, Location: NEAR WEST GROVE 45F06 (Lat: 39.832611, Lng: -75.845172), Route carried "on" structure: State highway , Year Built: 2018, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 482 (year 2022), Truck Traffic: 9%, Average Future Daily Traffic: 128 (year 2032), Design Load: HL 93, Features Intersected: MIDDLE BR WHITE CLAY CRK, Facility Carried by Structure: Ewing Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.300, Lanes on structure: 2, Owner: State Highway Agency, Maintenance Responsibility: Private, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Good, Channel: Very good, Operating Rating: 50.9 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 39.5 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, 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: 54134, Location: NGALLOPING HILL RD3909E6 (Lat: 39.776000, Lng: -75.849350), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 500 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 600 (year 2037), Design Load: HS 25 or greater, Features Intersected: W. BR. WHITE CLAY CREEK, Facility Carried by Structure: CONARDS MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: 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: Febuary 2021
Structure Number: 54134, Location: NGALLOPING HILL RD3909E6 (Lat: 39.776000, Lng: -75.849350), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 500 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 600 (year 2037), Design Load: HS 25 or greater, Features Intersected: W. BR. WHITE CLAY CREEK, Facility Carried by Structure: CONARDS MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: 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: Febuary 2021
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Structure Number: 54248, Location: W of Walter Rd 3799E04 (Lat: 39.850178, Lng: -75.848100), Route carried "on" structure: Other road , Year Built: 1950, Status: Posted for load-capacity, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 250 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 350 (year 2035), Design Load: H 20, Features Intersected: MIDDLE BR. WHITE CLAY CR, Facility Carried by Structure: HILTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Satisfactory, Channel: Poor, Operating Rating: 60.8 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: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2021, Other Special Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 54248, Location: W of Walter Rd 3799E04 (Lat: 39.850178, Lng: -75.848100), Route carried "on" structure: Other road , Year Built: 1950, Status: Posted for load-capacity, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 250 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 350 (year 2035), Design Load: H 20, Features Intersected: MIDDLE BR. WHITE CLAY CR, Facility Carried by Structure: HILTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Satisfactory, Channel: Poor, Operating Rating: 60.8 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: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2021, Other Special Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 56039, Location: PUSEY ABBATOIR 45G09 (Lat: 39.818300, Lng: -75.837100), Route carried "on" structure: City street , Year Built: 2018, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 775 (year 2015), Truck Traffic: 18%, Average Future Daily Traffic: 800 (year 2020), Design Load: HL 93, Features Intersected: MIDDLE BR WHITE CLAY CR., Facility Carried by Structure: VALLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 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 or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 56039, Location: PUSEY ABBATOIR 45G09 (Lat: 39.818300, Lng: -75.837100), Route carried "on" structure: City street , Year Built: 2018, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 775 (year 2015), Truck Traffic: 18%, Average Future Daily Traffic: 800 (year 2020), Design Load: HL 93, Features Intersected: MIDDLE BR WHITE CLAY CR., Facility Carried by Structure: VALLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 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 or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 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: 56688, Location: 1/4 MI. E. PA-841 3799K6 (Lat: 39.839314, Lng: -75.816511), Route carried "on" structure: Other road , Year Built: 1972, Status: Closed, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 250 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 500 (year 2039), Features Intersected: E. BR. OF WHITE CLAY CR, Facility Carried by Structure: WOODVIEW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Satisfactory, Superstructure: Critical, Substructure: Poor, Channel: Poor, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 56688, Location: 1/4 MI. E. PA-841 3799K6 (Lat: 39.839314, Lng: -75.816511), Route carried "on" structure: Other road , Year Built: 1972, Status: Closed, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 250 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 500 (year 2039), Features Intersected: E. BR. OF WHITE CLAY CR, Facility Carried by Structure: WOODVIEW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Satisfactory, Superstructure: Critical, Substructure: Poor, Channel: Poor, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 56689, Location: 1/4 MI. E. PA-841 3799K6 (Lat: 39.839097, Lng: -75.816875), Route carried "on" structure: Other road , Year Built: 1972, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 250 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 500 (year 2039), Features Intersected: W. BR. WHITE CLAY CREEK, Facility Carried by Structure: WOODVIEW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 56689, Location: 1/4 MI. E. PA-841 3799K6 (Lat: 39.839097, Lng: -75.816875), Route carried "on" structure: Other road , Year Built: 1972, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 250 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 500 (year 2039), Features Intersected: W. BR. WHITE CLAY CREEK, Facility Carried by Structure: WOODVIEW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 67994, Location: 1/4 Mi W PA-841 3909-G8 (Lat: 39.767994, Lng: -75.832100), Route carried "on" structure: City street , Year Built: 2020, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 500 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 615 (year 2041), Design Load: HL 93, Features Intersected: W. BR. WHITE CLAY CREEK, Facility Carried by Structure: HESS MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 51.8 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable 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: January 2021
Structure Number: 67994, Location: 1/4 Mi W PA-841 3909-G8 (Lat: 39.767994, Lng: -75.832100), Route carried "on" structure: City street , Year Built: 2020, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 500 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 615 (year 2041), Design Load: HL 93, Features Intersected: W. BR. WHITE CLAY CREEK, Facility Carried by Structure: HESS MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 51.8 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable 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: January 2021
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Structure Number: 9897, Location: NEAR JENNERSVILLE 45G7 (Lat: 39.826508, Lng: -75.836122), Route carried "under" structure: State highway , Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 1,807 (year 2022), Truck Traffic: 9%, Features Intersected: GUERNSEY ROAD, Facility Carried by Structure: US-1(NB)
Minimum Vertical Clearance: 5.29m (17.36ft), Kilometerpoint: 8.496, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 12.2m (40.0ft)
Structure Number: 9897, Location: NEAR JENNERSVILLE 45G7 (Lat: 39.826508, Lng: -75.836122), Route carried "under" structure: State highway , Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 1,807 (year 2022), Truck Traffic: 9%, Features Intersected: GUERNSEY ROAD, Facility Carried by Structure: US-1(NB)
Minimum Vertical Clearance: 5.29m (17.36ft), Kilometerpoint: 8.496, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 12.2m (40.0ft)
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Structure Number: 9898, Location: NEAR WEST GROVE 45G7 (Lat: 39.826692, Lng: -75.836550), Route carried "under" structure: State highway , Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 1,807 (year 2022), Truck Traffic: 9%, Features Intersected: GUERNSEY ROAD, Facility Carried by Structure: US-1(SB)
Minimum Vertical Clearance: 4.75m (15.58ft), Kilometerpoint: 7.300, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 12.2m (40.0ft)
Structure Number: 9898, Location: NEAR WEST GROVE 45G7 (Lat: 39.826692, Lng: -75.836550), Route carried "under" structure: State highway , Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 1,807 (year 2022), Truck Traffic: 9%, Features Intersected: GUERNSEY ROAD, Facility Carried by Structure: US-1(SB)
Minimum Vertical Clearance: 4.75m (15.58ft), Kilometerpoint: 7.300, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 12.2m (40.0ft)
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Structure Number: 10252, Location: US-1;PA 796 INTER. 45B7 (Lat: 39.827114, Lng: -75.869933), Route carried "under" structure: US 1, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 13,372 (year 2022), Truck Traffic: 12%, Features Intersected: US-1;BYPASS, Facility Carried by Structure: JENNERSVILLE ROAD
Minimum Vertical Clearance: 4.36m (14.30ft), Kilometerpoint: 19.684, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.9m (62.0ft)
Structure Number: 10252, Location: US-1;PA 796 INTER. 45B7 (Lat: 39.827114, Lng: -75.869933), Route carried "under" structure: US 1, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 13,372 (year 2022), Truck Traffic: 12%, Features Intersected: US-1;BYPASS, Facility Carried by Structure: JENNERSVILLE ROAD
Minimum Vertical Clearance: 4.36m (14.30ft), Kilometerpoint: 19.684, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.9m (62.0ft)
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Structure Number: 10252, Location: US-1;PA 796 INTER. 45B7 (Lat: 39.827114, Lng: -75.869933), Route carried "under" structure: US 1, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 14,161 (year 2022), Truck Traffic: 9%, Features Intersected: US-1;BYPASS, Facility Carried by Structure: JENNERSVILLE ROAD
Minimum Vertical Clearance: 4.33m (14.21ft), Kilometerpoint: 19.684, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.9m (62.0ft)
Structure Number: 10252, Location: US-1;PA 796 INTER. 45B7 (Lat: 39.827114, Lng: -75.869933), Route carried "under" structure: US 1, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 14,161 (year 2022), Truck Traffic: 9%, Features Intersected: US-1;BYPASS, Facility Carried by Structure: JENNERSVILLE ROAD
Minimum Vertical Clearance: 4.33m (14.21ft), Kilometerpoint: 19.684, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.9m (62.0ft)
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Structure Number: 10258, Location: US-1;PA 841 INTER. 45J7 (Lat: 39.830100, Lng: -75.823619), Route carried "under" structure: US 1, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 16,512 (year 2022), Truck Traffic: 8%, Features Intersected: US 1 BY-PASS, Facility Carried by Structure: CHATHAM ROAD
Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 24.187, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 23.5m (77.1ft)
Structure Number: 10258, Location: US-1;PA 841 INTER. 45J7 (Lat: 39.830100, Lng: -75.823619), Route carried "under" structure: US 1, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 16,512 (year 2022), Truck Traffic: 8%, Features Intersected: US 1 BY-PASS, Facility Carried by Structure: CHATHAM ROAD
Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 24.187, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 23.5m (77.1ft)
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Structure Number: 10258, Location: US-1;PA 841 INTER. 45J7 (Lat: 39.830100, Lng: -75.823619), Route carried "under" structure: US 1, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 13,372 (year 2022), Truck Traffic: 12%, Features Intersected: US 1 BY-PASS, Facility Carried by Structure: CHATHAM ROAD
Minimum Vertical Clearance: 5.27m (17.29ft), Kilometerpoint: 24.213, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 23.5m (77.1ft)
Structure Number: 10258, Location: US-1;PA 841 INTER. 45J7 (Lat: 39.830100, Lng: -75.823619), Route carried "under" structure: US 1, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 13,372 (year 2022), Truck Traffic: 12%, Features Intersected: US 1 BY-PASS, Facility Carried by Structure: CHATHAM ROAD
Minimum Vertical Clearance: 5.27m (17.29ft), Kilometerpoint: 24.213, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 23.5m (77.1ft)