Bridge Statistics for Avondale, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 18Number of bridges
- 69ft / 21.4mTotal length
- $1,604,000Total costs
- 121,698Total average daily traffic
- 11,205Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Avondale
- No street view available for this location
- New bridges - historical statistics
- 11910-1919
- 11920-1929
- 11940-1949
- 71960-1969
- 61990-1999
- 12000-2009
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 11980-1989
- 11990-1999
- Bridge Condition - Deck
- 14.3%Good
- 42.9%Satisfactory
- 14.3%Fair
- 28.6%Poor
- Bridge Condition - Superstructure
- 12.5%Good
- 37.5%Satisfactory
- 25.0%Fair
- 25.0%Poor
- Bridge Condition - Substructure
- 12.5%Very good
- 37.5%Satisfactory
- 50.0%Fair
- Bridge Condition - Channel
- 23.1%Good
- 15.4%Satisfactory
- 23.1%Fair
- 38.5%Poor
- Bridge Condition - Culverts
- 14.3%Very good
- 57.1%Good
- 14.3%Satisfactory
- 14.3%Fair
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Structure Number: 9901, Location: NEAR AVONDALE 46D04 (Lat: 39.844661, Lng: -75.789764), Route carried "on" structure: US 1, Year Built: 1965, Year Reconstructed: 1998, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 16,463 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 18,602 (year 2032), Design Load: HS 20, Features Intersected: W FRK E BR WHITE CLAY CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.309, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Poor, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, 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: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 9901, Location: NEAR AVONDALE 46D04 (Lat: 39.844661, Lng: -75.789764), Route carried "on" structure: US 1, Year Built: 1965, Year Reconstructed: 1998, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 16,463 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 18,602 (year 2032), Design Load: HS 20, Features Intersected: W FRK E BR WHITE CLAY CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.309, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Poor, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, 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: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 9902, Location: .9MI.NORTH PA 41 46D04 (Lat: 39.845069, Lng: -75.787933), Route carried "on" structure: State highway , Year Built: 1965, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 318 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 698 (year 2032), Design Load: HS 20, Features Intersected: US 1 BY-PASS, Facility Carried by Structure: GLEN WILLOW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.40m (24.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $66,000, Roadway Improvement Cost: $194,000, Total Project Cost: $890,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 9902, Location: .9MI.NORTH PA 41 46D04 (Lat: 39.845069, Lng: -75.787933), Route carried "on" structure: State highway , Year Built: 1965, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 318 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 698 (year 2032), Design Load: HS 20, Features Intersected: US 1 BY-PASS, Facility Carried by Structure: GLEN WILLOW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.40m (24.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $66,000, Roadway Improvement Cost: $194,000, Total Project Cost: $890,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 9904, Location: NEAR AVONDALE; 46D04 (Lat: 39.845472, Lng: -75.786028), Route carried "on" structure: US 1, Year Built: 1965, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 10,023 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 17,790 (year 2032), Design Load: HS 20, Features Intersected: E.FRK. BR. WHITE CLAY CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.879, Lanes on 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: 1, Length of Maximum Span: 11.3m (37.1ft), 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: 13.9m (45.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Poor, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 9904, Location: NEAR AVONDALE; 46D04 (Lat: 39.845472, Lng: -75.786028), Route carried "on" structure: US 1, Year Built: 1965, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 10,023 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 17,790 (year 2032), Design Load: HS 20, Features Intersected: E.FRK. BR. WHITE CLAY CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.879, Lanes on 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: 1, Length of Maximum Span: 11.3m (37.1ft), 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: 13.9m (45.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Poor, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 10011, Location: AVONDALE 46E08 (Lat: 39.821806, Lng: -75.778950), Route carried "on" structure: State highway 41, Year Built: 1941, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 13,671 (year 2021), Truck Traffic: 18%, Average Future Daily Traffic: 18,299 (year 2032), Design Load: H 20, Features Intersected: TROUT RUN, Facility Carried by Structure: PENNSYLVANIA AVE.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.370, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 53.5 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, 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, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10011, Location: AVONDALE 46E08 (Lat: 39.821806, Lng: -75.778950), Route carried "on" structure: State highway 41, Year Built: 1941, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 13,671 (year 2021), Truck Traffic: 18%, Average Future Daily Traffic: 18,299 (year 2032), Design Load: H 20, Features Intersected: TROUT RUN, Facility Carried by Structure: PENNSYLVANIA AVE.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.370, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 53.5 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, 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, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10012, Location: .2MI.EAST LR 15047 46E08 (Lat: 39.824117, Lng: -75.782606), Route carried "on" structure: State highway 41, Year Built: 1927, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 17,507 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 22,459 (year 2032), Design Load: H 15, Features Intersected: WHITE CLAY CREEK, Facility Carried by Structure: PENNSYLVANIA AVE.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.589, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 12.7m (41.7ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Poor, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.70m (8.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10012, Location: .2MI.EAST LR 15047 46E08 (Lat: 39.824117, Lng: -75.782606), Route carried "on" structure: State highway 41, Year Built: 1927, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 17,507 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 22,459 (year 2032), Design Load: H 15, Features Intersected: WHITE CLAY CREEK, Facility Carried by Structure: PENNSYLVANIA AVE.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.589, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 12.7m (41.7ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Poor, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.70m (8.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10478, Location: NEAR TOUGHKENAMON 46E7 (Lat: 39.828106, Lng: -75.780633), Route carried "on" structure: State highway , Year Built: 1912, Year Reconstructed: 1986, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 1,533 (year 2022), Truck Traffic: 9%, Average Future Daily Traffic: 1,919 (year 2032), Design Load: HS 20, Features Intersected: EAST BR.WHITE CLAY CREEK, Facility Carried by Structure: THIRD STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Superstructure: Fair, Substructure: Fair, Channel: Poor, Culverts: Fair, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 28.1 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: Equal 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: April 2020, Bridge Improvement Cost: $53,000, Roadway Improvement Cost: $331,000, Total Project Cost: $714,000
Structure Number: 10478, Location: NEAR TOUGHKENAMON 46E7 (Lat: 39.828106, Lng: -75.780633), Route carried "on" structure: State highway , Year Built: 1912, Year Reconstructed: 1986, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 1,533 (year 2022), Truck Traffic: 9%, Average Future Daily Traffic: 1,919 (year 2032), Design Load: HS 20, Features Intersected: EAST BR.WHITE CLAY CREEK, Facility Carried by Structure: THIRD STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Superstructure: Fair, Substructure: Fair, Channel: Poor, Culverts: Fair, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 28.1 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: Equal 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: April 2020, Bridge Improvement Cost: $53,000, Roadway Improvement Cost: $331,000, Total Project Cost: $714,000
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Structure Number: 4593, Location: At Clay Creek Rd 3910-E3 (Lat: 39.795392, Lng: -75.782000), Route carried "on" structure: City street , Year Built: 1998, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 250 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 300 (year 2037), Design Load: HS 20, Features Intersected: E. Br. White Clay Creek, Facility Carried by Structure: Twin Bridge Ln Ex
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 6.3m (20.7ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 93.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
Structure Number: 4593, Location: At Clay Creek Rd 3910-E3 (Lat: 39.795392, Lng: -75.782000), Route carried "on" structure: City street , Year Built: 1998, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 250 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 300 (year 2037), Design Load: HS 20, Features Intersected: E. Br. White Clay Creek, Facility Carried by Structure: Twin Bridge Ln Ex
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 6.3m (20.7ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 93.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum 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: 45931, Location: At Clay Creek Rd 3910-E3 (Lat: 39.795314, Lng: -75.782075), Route carried "on" structure: City street , Year Built: 1998, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 250 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 300 (year 2037), Design Load: HS 20, Features Intersected: E. Br. White Clay Creek, Facility Carried by Structure: Twin Bridge Ln Ent
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 6.3m (20.7ft)
Condition: Channel: Good, Culverts: Good, Inventory Rating: 61.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
Structure Number: 45931, Location: At Clay Creek Rd 3910-E3 (Lat: 39.795314, Lng: -75.782075), Route carried "on" structure: City street , Year Built: 1998, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 250 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 300 (year 2037), Design Load: HS 20, Features Intersected: E. Br. White Clay Creek, Facility Carried by Structure: Twin Bridge Ln Ent
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 6.3m (20.7ft)
Condition: Channel: Good, Culverts: Good, Inventory Rating: 61.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum 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: 54138, Location: E CLAY CREEK RD3910E02 (Lat: 39.805197, Lng: -75.786000), Route carried "on" structure: Other road , Year Built: 1994, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 250 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 520 (year 2032), Features Intersected: E, BR.WHITE CLAY CREEK, Facility Carried by Structure: ANGELICA DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Private, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021
Structure Number: 54138, Location: E CLAY CREEK RD3910E02 (Lat: 39.805197, Lng: -75.786000), Route carried "on" structure: Other road , Year Built: 1994, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 250 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 520 (year 2032), Features Intersected: E, BR.WHITE CLAY CREEK, Facility Carried by Structure: ANGELICA DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Private, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021
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Structure Number: 54139, Location: N. CLAY CREEK RD 3910D01 (Lat: 39.808300, Lng: -75.790597), Route carried "on" structure: Other road , Year Built: 1990, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 250 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 520 (year 2032), Features Intersected: E. BR. WHITE CLAY CREEK, Facility Carried by Structure: FRIENDSHIP LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Private, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 54139, Location: N. CLAY CREEK RD 3910D01 (Lat: 39.808300, Lng: -75.790597), Route carried "on" structure: Other road , Year Built: 1990, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 250 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 520 (year 2032), Features Intersected: E. BR. WHITE CLAY CREEK, Facility Carried by Structure: FRIENDSHIP LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Private, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 54141, Location: NEOFINNISCRONE DR 3800C10 (Lat: 39.813664, Lng: -75.796083), Route carried "on" structure: Other road , Year Built: 1995, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 500 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 1,039 (year 2032), Design Load: HS 25 or greater, Features Intersected: E. BR. WHITE CLAY CREEK, Facility Carried by Structure: CLAY CREEK 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), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021
Structure Number: 54141, Location: NEOFINNISCRONE DR 3800C10 (Lat: 39.813664, Lng: -75.796083), Route carried "on" structure: Other road , Year Built: 1995, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 500 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 1,039 (year 2032), Design Load: HS 25 or greater, Features Intersected: E. BR. WHITE CLAY CREEK, Facility Carried by Structure: CLAY CREEK 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), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021
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Structure Number: 54142, Location: WOF AVONDALERD 3800C10 (Lat: 39.813639, Lng: -75.796339), Route carried "on" structure: Other road , Year Built: 2000, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 250 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 350 (year 2032), Design Load: HL 93, Features Intersected: E. BR WHITE CLAY CREEK, Facility Carried by Structure: INNISCRONE DRIVE
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: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021
Structure Number: 54142, Location: WOF AVONDALERD 3800C10 (Lat: 39.813639, Lng: -75.796339), Route carried "on" structure: Other road , Year Built: 2000, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 250 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 350 (year 2032), Design Load: HL 93, Features Intersected: E. BR WHITE CLAY CREEK, Facility Carried by Structure: INNISCRONE DRIVE
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: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021
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Structure Number: 54151, Location: E. GAPNEWPORT PIKE3800C05 (Lat: 39.845836, Lng: -75.798294), Route carried "on" structure: Other road , Year Built: 1990, Status: Posted for load, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 250 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 500 (year 2035), Design Load: HS 25 or greater, Features Intersected: EAST BR 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: 5.5m (18.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 5.7m (18.7ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Poor, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.5 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: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), 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: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 54151, Location: E. GAPNEWPORT PIKE3800C05 (Lat: 39.845836, Lng: -75.798294), Route carried "on" structure: Other road , Year Built: 1990, Status: Posted for load, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 250 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 500 (year 2035), Design Load: HS 25 or greater, Features Intersected: EAST BR 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: 5.5m (18.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 5.7m (18.7ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Poor, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.5 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: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), 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: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 55739, Location: 1500 FT OF SR41 3800-E9 (Lat: 39.822806, Lng: -75.785806), Route carried "on" structure: Other road , Year Built: 2018, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 7,211 (year 2018), Average Future Daily Traffic: 8,799 (year 2038), Design Load: HL 93, Features Intersected: INDIAN CREEK, Facility Carried by Structure: STATE STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.0m, Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 57.0 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: 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: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 55739, Location: 1500 FT OF SR41 3800-E9 (Lat: 39.822806, Lng: -75.785806), Route carried "on" structure: Other road , Year Built: 2018, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 7,211 (year 2018), Average Future Daily Traffic: 8,799 (year 2038), Design Load: HL 93, Features Intersected: INDIAN CREEK, Facility Carried by Structure: STATE STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.0m, Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 57.0 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: 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: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 9902, Location: .9MI.NORTH PA 41 46D04 (Lat: 39.845069, Lng: -75.787933), Route carried "under" structure: US 1, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 16,463 (year 2020), Truck Traffic: 11%, Features Intersected: US 1 BY-PASS, Facility Carried by Structure: GLEN WILLOW ROAD
Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 27.309, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 20.7m (67.9ft)
Structure Number: 9902, Location: .9MI.NORTH PA 41 46D04 (Lat: 39.845069, Lng: -75.787933), Route carried "under" structure: US 1, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 16,463 (year 2020), Truck Traffic: 11%, Features Intersected: US 1 BY-PASS, Facility Carried by Structure: GLEN WILLOW ROAD
Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 27.309, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 20.7m (67.9ft)
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Structure Number: 9902, Location: .9MI.NORTH PA 41 46D04 (Lat: 39.845069, Lng: -75.787933), Route carried "under" structure: US 1, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 10,023 (year 2020), Truck Traffic: 5%, Features Intersected: US 1 BY-PASS, Facility Carried by Structure: GLEN WILLOW ROAD
Minimum Vertical Clearance: 4.55m (14.93ft), Kilometerpoint: 27.311, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 20.7m (67.9ft)
Structure Number: 9902, Location: .9MI.NORTH PA 41 46D04 (Lat: 39.845069, Lng: -75.787933), Route carried "under" structure: US 1, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 10,023 (year 2020), Truck Traffic: 5%, Features Intersected: US 1 BY-PASS, Facility Carried by Structure: GLEN WILLOW ROAD
Minimum Vertical Clearance: 4.55m (14.93ft), Kilometerpoint: 27.311, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 20.7m (67.9ft)
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Structure Number: 10013, Location: US-1;PA 41 INTER. 46B05 (Lat: 39.840175, Lng: -75.802678), Route carried "under" structure: US 1, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 16,463 (year 2020), Truck Traffic: 11%, Features Intersected: US-1 BY-PASS, Facility Carried by Structure: GAP-NEWPORT PIKE
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 26.298, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.5m (64.0ft)
Structure Number: 10013, Location: US-1;PA 41 INTER. 46B05 (Lat: 39.840175, Lng: -75.802678), Route carried "under" structure: US 1, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 16,463 (year 2020), Truck Traffic: 11%, Features Intersected: US-1 BY-PASS, Facility Carried by Structure: GAP-NEWPORT PIKE
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 26.298, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.5m (64.0ft)
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Structure Number: 10013, Location: US-1;PA 41 INTER. 46B05 (Lat: 39.840175, Lng: -75.802678), Route carried "under" structure: US 1, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 10,023 (year 2020), Truck Traffic: 5%, Features Intersected: US-1 BY-PASS, Facility Carried by Structure: GAP-NEWPORT PIKE
Minimum Vertical Clearance: 4.34m (14.24ft), Kilometerpoint: 26.297, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.5m (64.0ft)
Structure Number: 10013, Location: US-1;PA 41 INTER. 46B05 (Lat: 39.840175, Lng: -75.802678), Route carried "under" structure: US 1, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 10,023 (year 2020), Truck Traffic: 5%, Features Intersected: US-1 BY-PASS, Facility Carried by Structure: GAP-NEWPORT PIKE
Minimum Vertical Clearance: 4.34m (14.24ft), Kilometerpoint: 26.297, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.5m (64.0ft)