Bridge Statistics for King of Prussia, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 132Number of bridges
- 784ft / 239mTotal length
- $9,914,000Total costs
- 3,337,138Total average daily traffic
- 240,512Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for King of Prussia
- No street view available for this location
- New bridges - historical statistics
- 2Before 1900
- 11910-1919
- 11920-1929
- 21930-1939
- 11940-1949
- 281950-1959
- 191960-1969
- 61970-1979
- 81980-1989
- 91990-1999
- 492000-2009
- 62010-2019
- Reconstructed bridges - Historical Statistics
- 11930-1939
- 01940-1949
- 01950-1959
- 11960-1969
- 01970-1979
- 21980-1989
- 61990-1999
- 22000-2009
- 12010-2019
- Bridge Condition - Deck
- 7.7%Very good
- 55.8%Good
- 13.5%Satisfactory
- 17.3%Fair
- 3.8%Poor
- 1.9%Serious
- Bridge Condition - Superstructure
- 20.4%Very good
- 35.2%Good
- 22.2%Satisfactory
- 14.8%Fair
- 7.4%Poor
- Bridge Condition - Substructure
- 3.7%Very good
- 42.6%Good
- 25.9%Satisfactory
- 22.2%Fair
- 5.6%Poor
- Bridge Condition - Channel
- 3.6%Very good
- 14.3%Good
- 17.9%Satisfactory
- 42.9%Fair
- 21.4%Poor
- Bridge Condition - Culverts
- 36.4%Good
- 27.3%Satisfactory
- 27.3%Fair
- 9.1%Critical
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Structure Number: 10324, Location: KING OF PRUSSIA 24K2 (Lat: 40.081239, Lng: -75.408167), Route carried "on" structure: State highway , Year Built: 1997, Status: Open, Structure Length: 9.33m (30.61ft), Average Daily Traffic: 20,050 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 11,333 (year 2032), Design Load: HS 25 or greater, Features Intersected: CTY.LN.EXP;RAMP E,SB/WB, Facility Carried by Structure: SWEDESFORD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.655, Lanes on structure: 3, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 45.7m (149.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 22.4m (73.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.50m (31.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 10324, Location: KING OF PRUSSIA 24K2 (Lat: 40.081239, Lng: -75.408167), Route carried "on" structure: State highway , Year Built: 1997, Status: Open, Structure Length: 9.33m (30.61ft), Average Daily Traffic: 20,050 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 11,333 (year 2032), Design Load: HS 25 or greater, Features Intersected: CTY.LN.EXP;RAMP E,SB/WB, Facility Carried by Structure: SWEDESFORD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.655, Lanes on structure: 3, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 45.7m (149.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 22.4m (73.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.50m (31.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2019, 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: 10726, Location: TREDYFFRIN TWP. 24H01 (Lat: 40.083378, Lng: -75.427431), Route carried "on" structure: City street , Year Built: 1925, Status: Posted for load, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 1,896 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 2,313 (year 2039), Features Intersected: TROUT CREEK, Facility Carried by Structure: THOMAS ROAD (T576)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.9m (19.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 34.5 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: High priority of replacement, 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), Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: December 2020, Other Special Inspection Date: August 2021, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $15,000, Total Project Cost: $70,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10726, Location: TREDYFFRIN TWP. 24H01 (Lat: 40.083378, Lng: -75.427431), Route carried "on" structure: City street , Year Built: 1925, Status: Posted for load, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 1,896 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 2,313 (year 2039), Features Intersected: TROUT CREEK, Facility Carried by Structure: THOMAS ROAD (T576)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.9m (19.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 34.5 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: High priority of replacement, 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), Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: December 2020, Other Special Inspection Date: August 2021, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $15,000, Total Project Cost: $70,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10765, Location: EAST OF VALLEY FORGE PARK (Lat: 40.088497, Lng: -75.421256), Route carried "on" structure: Interstate 76, Year Built: 1950, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 47,120 (year 2004), Truck Traffic: 18%, Average Future Daily Traffic: 56,710 (year 2030), Design Load: HS 20, Features Intersected: EAST BR.TROUT CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 23.2m (76.1ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
Structure Number: 10765, Location: EAST OF VALLEY FORGE PARK (Lat: 40.088497, Lng: -75.421256), Route carried "on" structure: Interstate 76, Year Built: 1950, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 47,120 (year 2004), Truck Traffic: 18%, Average Future Daily Traffic: 56,710 (year 2030), Design Load: HS 20, Features Intersected: EAST BR.TROUT CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 23.2m (76.1ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
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Structure Number: 10766, Location: WEST OF VALLEY FORGE INT6 (Lat: 40.090000, Lng: -75.416700), Route carried "on" structure: Interstate 76, Year Built: 1950, Year Reconstructed: 1996, Status: Open, Structure Length: 9.20m (30.18ft), Average Daily Traffic: 37,954 (year 2001), Truck Traffic: 20%, Average Future Daily Traffic: 60,142 (year 2030), Design Load: HS 25 or greater, Features Intersected: SR 0422, SR 3039
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 20, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 29.6m (97.1ft), Skew: 35 degrees, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 3, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 29.8m (97.8ft), Out-to-Out Width: 31.5m (103.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 47.2 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.20m (33.46ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2021, Critical Feature Inspection Date: June 2021, Bridge Improvement Cost: $109,000, Roadway Improvement Cost: $320,000, Total Project Cost: $1,467,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 10766, Location: WEST OF VALLEY FORGE INT6 (Lat: 40.090000, Lng: -75.416700), Route carried "on" structure: Interstate 76, Year Built: 1950, Year Reconstructed: 1996, Status: Open, Structure Length: 9.20m (30.18ft), Average Daily Traffic: 37,954 (year 2001), Truck Traffic: 20%, Average Future Daily Traffic: 60,142 (year 2030), Design Load: HS 25 or greater, Features Intersected: SR 0422, SR 3039
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 20, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 29.6m (97.1ft), Skew: 35 degrees, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 3, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 29.8m (97.8ft), Out-to-Out Width: 31.5m (103.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 47.2 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.20m (33.46ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2021, Critical Feature Inspection Date: June 2021, Bridge Improvement Cost: $109,000, Roadway Improvement Cost: $320,000, Total Project Cost: $1,467,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 15409, Location: 1.25 MI. N. US-30 9-E2 (Lat: 40.055500, Lng: -75.351297), Route carried "on" structure: County highway , Year Built: 1963, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 2,752 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 3,027 (year 2022), Design Load: H 20, Features Intersected: GULPH CREEK, Facility Carried by Structure: COUNTY LINE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 49.0 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2019, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 15409, Location: 1.25 MI. N. US-30 9-E2 (Lat: 40.055500, Lng: -75.351297), Route carried "on" structure: County highway , Year Built: 1963, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 2,752 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 3,027 (year 2022), Design Load: H 20, Features Intersected: GULPH CREEK, Facility Carried by Structure: COUNTY LINE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 49.0 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2019, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 15427, Location: 50 YARDS N.-I476 3477E3 (Lat: 40.050197, Lng: -75.347300), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 700 (year 1990), Truck Traffic: 3%, Average Future Daily Traffic: 980 (year 2015), Design Load: HS 20, Features Intersected: SEPTA NORRISTOWN HI SPLN, Facility Carried by Structure: COUNTY LINE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, 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: 1.2m (3.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $28,000, Total Project Cost: $129,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 15427, Location: 50 YARDS N.-I476 3477E3 (Lat: 40.050197, Lng: -75.347300), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 700 (year 1990), Truck Traffic: 3%, Average Future Daily Traffic: 980 (year 2015), Design Load: HS 20, Features Intersected: SEPTA NORRISTOWN HI SPLN, Facility Carried by Structure: COUNTY LINE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, 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: 1.2m (3.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $28,000, Total Project Cost: $129,000, 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: 27139, Location: VALLEY FORGE 28A10/3366E4 (Lat: 40.106033, Lng: -75.407317), Route carried "on" structure: State highway 23, Year Built: 1874, Year Reconstructed: 1930, Status: Posted for load, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 20,886 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 26,201 (year 2032), Design Load: H 15, Features Intersected: TROUT/MASCHELLAMAC CREEK, Facility Carried by Structure: VALLEY FORGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.773, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Serious, Superstructure: Poor, Substructure: Fair, Channel: Poor, Operating Rating: 40.8 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: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 2.70m (8.86ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: December 2020, Other Special Inspection Date: December 2020, Bridge Improvement Cost: $19,000, Roadway Improvement Cost: $57,000, Total Project Cost: $254,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 27139, Location: VALLEY FORGE 28A10/3366E4 (Lat: 40.106033, Lng: -75.407317), Route carried "on" structure: State highway 23, Year Built: 1874, Year Reconstructed: 1930, Status: Posted for load, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 20,886 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 26,201 (year 2032), Design Load: H 15, Features Intersected: TROUT/MASCHELLAMAC CREEK, Facility Carried by Structure: VALLEY FORGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.773, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Serious, Superstructure: Poor, Substructure: Fair, Channel: Poor, Operating Rating: 40.8 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: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 2.70m (8.86ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: December 2020, Other Special Inspection Date: December 2020, Bridge Improvement Cost: $19,000, Roadway Improvement Cost: $57,000, Total Project Cost: $254,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2714, Location: 2MI.TO HENDENSON 28D10 (Lat: 40.103531, Lng: -75.381122), Route carried "on" structure: State highway 23, Year Built: 1983, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 5,627 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 13,225 (year 2032), Design Load: HS 20, Features Intersected: ABRAMS RUN / 3366-J4, Facility Carried by Structure: VALLEY FORGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.707, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 68.9 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: Better than present minimum criteria, Deck Geometry: High priority of corrective action, 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: September 2021
Structure Number: 2714, Location: 2MI.TO HENDENSON 28D10 (Lat: 40.103531, Lng: -75.381122), Route carried "on" structure: State highway 23, Year Built: 1983, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 5,627 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 13,225 (year 2032), Design Load: HS 20, Features Intersected: ABRAMS RUN / 3366-J4, Facility Carried by Structure: VALLEY FORGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.707, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 68.9 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: Better than present minimum criteria, Deck Geometry: High priority of corrective action, 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: September 2021
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Structure Number: 27141, Location: BRIDGEPORT 28H10/3367C3 (Lat: 40.106592, Lng: -75.357533), Route carried "on" structure: State highway 23, Year Built: 1972, Status: Open, Structure Length: 9.42m (30.91ft), Average Daily Traffic: 5,643 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 9,109 (year 2032), Design Load: HS 20, Features Intersected: SCHUYLKILL PARKWAY, Facility Carried by Structure: VALLEY FORGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.727, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Frame, Number Of Spans In Main Unit: 3, Length of Maximum Span: 37.2m (122.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.40m (34.12ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 27141, Location: BRIDGEPORT 28H10/3367C3 (Lat: 40.106592, Lng: -75.357533), Route carried "on" structure: State highway 23, Year Built: 1972, Status: Open, Structure Length: 9.42m (30.91ft), Average Daily Traffic: 5,643 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 9,109 (year 2032), Design Load: HS 20, Features Intersected: SCHUYLKILL PARKWAY, Facility Carried by Structure: VALLEY FORGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.727, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Frame, Number Of Spans In Main Unit: 3, Length of Maximum Span: 37.2m (122.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.40m (34.12ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2722, Location: KING OF PRUSSIA 34B01 (Lat: 40.085419, Lng: -75.398714), Route carried "on" structure: Interstate 76, Year Built: 1985, Status: Open, Structure Length: 4.94m (16.21ft), Average Daily Traffic: 87,286 (year 2022), Truck Traffic: 9%, Average Future Daily Traffic: 118,016 (year 2032), Design Load: HS 25 or greater, Features Intersected: NORTH GULPH ROAD, Facility Carried by Structure: SCHUYLKILL EXPWAY.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 34.1m (111.9ft), Skew: 35 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 33.7m (110.6ft), Out-to-Out Width: 36.7m (120.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.90m (19.36ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $102,000, Roadway Improvement Cost: $300,000, Total Project Cost: $1,376,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2722, Location: KING OF PRUSSIA 34B01 (Lat: 40.085419, Lng: -75.398714), Route carried "on" structure: Interstate 76, Year Built: 1985, Status: Open, Structure Length: 4.94m (16.21ft), Average Daily Traffic: 87,286 (year 2022), Truck Traffic: 9%, Average Future Daily Traffic: 118,016 (year 2032), Design Load: HS 25 or greater, Features Intersected: NORTH GULPH ROAD, Facility Carried by Structure: SCHUYLKILL EXPWAY.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 34.1m (111.9ft), Skew: 35 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 33.7m (110.6ft), Out-to-Out Width: 36.7m (120.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.90m (19.36ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $102,000, Roadway Improvement Cost: $300,000, Total Project Cost: $1,376,000, 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: 27227, Location: K OF PRUSSIA 34C01/3366H7 (Lat: 40.081800, Lng: -75.390036), Route carried "on" structure: Interstate 76, Year Built: 1985, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 68,680 (year 2022), Truck Traffic: 10%, Average Future Daily Traffic: 94,553 (year 2032), Design Load: HS 25 or greater, Features Intersected: ABRAMS RUN/CROW CREEK, Facility Carried by Structure: SCHUYLKILL EXPRWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 28.7m (94.2ft), Skew: 32 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 28.7m (94.2ft), Out-to-Out Width: 31.2m (102.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 27227, Location: K OF PRUSSIA 34C01/3366H7 (Lat: 40.081800, Lng: -75.390036), Route carried "on" structure: Interstate 76, Year Built: 1985, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 68,680 (year 2022), Truck Traffic: 10%, Average Future Daily Traffic: 94,553 (year 2032), Design Load: HS 25 or greater, Features Intersected: ABRAMS RUN/CROW CREEK, Facility Carried by Structure: SCHUYLKILL EXPRWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 28.7m (94.2ft), Skew: 32 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 28.7m (94.2ft), Out-to-Out Width: 31.2m (102.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 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: 27233, Location: E. K OF P 34E02/3366K8 (Lat: 40.078967, Lng: -75.377569), Route carried "on" structure: Interstate 76, Year Built: 1950, Year Reconstructed: 1985, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 130,746 (year 2022), Truck Traffic: 6%, Average Future Daily Traffic: 99,745 (year 2032), Design Load: HS 25 or greater, Features Intersected: CROTON ROAD, Facility Carried by Structure: SCHUYLKILL EXP-WAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Skew: 34 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 22.4m (73.5ft), Out-to-Out Width: 24.8m (81.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Inventory Rating: 60.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.80m (9.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 27233, Location: E. K OF P 34E02/3366K8 (Lat: 40.078967, Lng: -75.377569), Route carried "on" structure: Interstate 76, Year Built: 1950, Year Reconstructed: 1985, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 130,746 (year 2022), Truck Traffic: 6%, Average Future Daily Traffic: 99,745 (year 2032), Design Load: HS 25 or greater, Features Intersected: CROTON ROAD, Facility Carried by Structure: SCHUYLKILL EXP-WAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Skew: 34 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 22.4m (73.5ft), Out-to-Out Width: 24.8m (81.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Inventory Rating: 60.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.80m (9.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 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: 27236, Location: UPPER MERION TWP. 34G02 (Lat: 40.075903, Lng: -75.361147), Route carried "on" structure: State highway , Year Built: 1950, Status: Open, Structure Length: 7.01m (23.00ft), Average Daily Traffic: 1,700 (year 2022), Truck Traffic: 8%, Average Future Daily Traffic: 1,982 (year 2032), Design Load: HS 20, Features Intersected: SCHUYLKILL EXPRESSWAY, Facility Carried by Structure: WEADLEY ROAD(T363)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.1m (88.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 97.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.1 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 minimum criteria, Length Of Structure Improvement: 7.90m (25.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 27236, Location: UPPER MERION TWP. 34G02 (Lat: 40.075903, Lng: -75.361147), Route carried "on" structure: State highway , Year Built: 1950, Status: Open, Structure Length: 7.01m (23.00ft), Average Daily Traffic: 1,700 (year 2022), Truck Traffic: 8%, Average Future Daily Traffic: 1,982 (year 2032), Design Load: HS 20, Features Intersected: SCHUYLKILL EXPRESSWAY, Facility Carried by Structure: WEADLEY ROAD(T363)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.1m (88.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 97.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.1 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 minimum criteria, Length Of Structure Improvement: 7.90m (25.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 27239, Location: 3MI.E.KING PRUSSIA 34K03 (Lat: 40.071953, Lng: -75.345719), Route carried "on" structure: State highway , Year Built: 1950, Status: Open, Structure Length: 6.04m (19.82ft), Average Daily Traffic: 1,322 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 1,865 (year 2032), Design Load: H 20, Features Intersected: SCHUYLKILL EXPRESSWAY, Facility Carried by Structure: GYPSY LANE(T711)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.5m (77.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 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 minimum criteria, Length Of Structure Improvement: 7.20m (23.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $28,000, Roadway Improvement Cost: $83,000, Total Project Cost: $380,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 27239, Location: 3MI.E.KING PRUSSIA 34K03 (Lat: 40.071953, Lng: -75.345719), Route carried "on" structure: State highway , Year Built: 1950, Status: Open, Structure Length: 6.04m (19.82ft), Average Daily Traffic: 1,322 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 1,865 (year 2032), Design Load: H 20, Features Intersected: SCHUYLKILL EXPRESSWAY, Facility Carried by Structure: GYPSY LANE(T711)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.5m (77.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 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 minimum criteria, Length Of Structure Improvement: 7.20m (23.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $28,000, Roadway Improvement Cost: $83,000, Total Project Cost: $380,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 27326, Location: K OF P 34B1/3366G7 (Lat: 40.083317, Lng: -75.394342), Route carried "on" structure: US 202, Year Built: 1950, Year Reconstructed: 2002, Status: Open, Structure Length: 8.11m (26.61ft), Average Daily Traffic: 59,562 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 58,869 (year 2032), Design Load: HS 25 or greater, Features Intersected: SCHUYLKILL EXPRESSWAY, Facility Carried by Structure: DEKALB PIKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.070, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 39.0m (128.0ft), Skew: 34 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 38.9m (127.6ft), Out-to-Out Width: 40.4m (132.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 90.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.10m (29.86ft), 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: 27326, Location: K OF P 34B1/3366G7 (Lat: 40.083317, Lng: -75.394342), Route carried "on" structure: US 202, Year Built: 1950, Year Reconstructed: 2002, Status: Open, Structure Length: 8.11m (26.61ft), Average Daily Traffic: 59,562 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 58,869 (year 2032), Design Load: HS 25 or greater, Features Intersected: SCHUYLKILL EXPRESSWAY, Facility Carried by Structure: DEKALB PIKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.070, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 39.0m (128.0ft), Skew: 34 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 38.9m (127.6ft), Out-to-Out Width: 40.4m (132.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 90.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.10m (29.86ft), 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: 27332, Location: SOUTH PA.TURNPIKE 28E13 (Lat: 40.089831, Lng: -75.377561), Route carried "on" structure: US 202, Year Built: 1953, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 32,796 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 47,640 (year 2032), Design Load: HS 20, Features Intersected: BRANCH ABRAMS RUN/3366K6, Facility Carried by Structure: DEKALB PIKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.297, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 25 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
Structure Number: 27332, Location: SOUTH PA.TURNPIKE 28E13 (Lat: 40.089831, Lng: -75.377561), Route carried "on" structure: US 202, Year Built: 1953, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 32,796 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 47,640 (year 2032), Design Load: HS 20, Features Intersected: BRANCH ABRAMS RUN/3366K6, Facility Carried by Structure: DEKALB PIKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.297, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 25 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
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Structure Number: 27402, Location: GULPH MILLS 34K4/3367F10 (Lat: 40.068919, Lng: -75.340581), Route carried "on" structure: State highway 320, Year Built: 1789, Year Reconstructed: 1980, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 7,025 (year 2022), Truck Traffic: 11%, Average Future Daily Traffic: 15,463 (year 2032), Design Load: H 15, Features Intersected: GULPH MILLS CREEK, Facility Carried by Structure: TRINITY LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.603, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Superstructure: Poor, Substructure: Poor, Channel: Poor, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2021, Other Special Inspection Date: March 2021, Bridge Improvement Cost: $36,000, Roadway Improvement Cost: $106,000, Total Project Cost: $486,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 27402, Location: GULPH MILLS 34K4/3367F10 (Lat: 40.068919, Lng: -75.340581), Route carried "on" structure: State highway 320, Year Built: 1789, Year Reconstructed: 1980, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 7,025 (year 2022), Truck Traffic: 11%, Average Future Daily Traffic: 15,463 (year 2032), Design Load: H 15, Features Intersected: GULPH MILLS CREEK, Facility Carried by Structure: TRINITY LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.603, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Superstructure: Poor, Substructure: Poor, Channel: Poor, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2021, Other Special Inspection Date: March 2021, Bridge Improvement Cost: $36,000, Roadway Improvement Cost: $106,000, Total Project Cost: $486,000, 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: 27451, Location: UPP MERION 27J11/3366D5 (Lat: 40.098008, Lng: -75.418281), Route carried "on" structure: US 422, Year Built: 1967, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 101,698 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 116,751 (year 2032), Design Load: HS 20, Features Intersected: TROUT CREEK, Facility Carried by Structure: COUNTY LINE EXPWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.307, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2019
Structure Number: 27451, Location: UPP MERION 27J11/3366D5 (Lat: 40.098008, Lng: -75.418281), Route carried "on" structure: US 422, Year Built: 1967, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 101,698 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 116,751 (year 2032), Design Load: HS 20, Features Intersected: TROUT CREEK, Facility Carried by Structure: COUNTY LINE EXPWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.307, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2019
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Structure Number: 27452, Location: VALLEY FORGE 27J12/3366D5 (Lat: 40.097694, Lng: -75.418289), Route carried "on" structure: US 422, Year Built: 1965, Status: Open, Structure Length: 6.37m (20.90ft), Average Daily Traffic: 43,271 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 49,934 (year 2032), Design Load: HS 20, Features Intersected: NORTH GULPH ROAD, Facility Carried by Structure: EB COUNTY LINE EXP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.307, Lanes on structure: 3, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 6 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 27.1m (88.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 15.1m (49.5ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, 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: October 2020, Bridge Improvement Cost: $11,000, Roadway Improvement Cost: $32,000, Total Project Cost: $147,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 27452, Location: VALLEY FORGE 27J12/3366D5 (Lat: 40.097694, Lng: -75.418289), Route carried "on" structure: US 422, Year Built: 1965, Status: Open, Structure Length: 6.37m (20.90ft), Average Daily Traffic: 43,271 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 49,934 (year 2032), Design Load: HS 20, Features Intersected: NORTH GULPH ROAD, Facility Carried by Structure: EB COUNTY LINE EXP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.307, Lanes on structure: 3, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 6 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 27.1m (88.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 15.1m (49.5ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, 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: October 2020, Bridge Improvement Cost: $11,000, Roadway Improvement Cost: $32,000, 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: 27453, Location: VALLEY FORGE 27J12/3366D5 (Lat: 40.097228, Lng: -75.418003), Route carried "on" structure: US 422, Year Built: 1966, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 40,822 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 49,822 (year 2032), Design Load: HS 20, Features Intersected: NORTH GULPH ROAD, Facility Carried by Structure: WB COUNTY LINE EXP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.309, Lanes on structure: 3, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 6 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.8m (87.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 15.1m (49.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, 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: October 2020, Bridge Improvement Cost: $25,000, Roadway Improvement Cost: $75,000, Total Project Cost: $342,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 27453, Location: VALLEY FORGE 27J12/3366D5 (Lat: 40.097228, Lng: -75.418003), Route carried "on" structure: US 422, Year Built: 1966, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 40,822 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 49,822 (year 2032), Design Load: HS 20, Features Intersected: NORTH GULPH ROAD, Facility Carried by Structure: WB COUNTY LINE EXP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.309, Lanes on structure: 3, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 6 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.8m (87.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 15.1m (49.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, 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: October 2020, Bridge Improvement Cost: $25,000, Roadway Improvement Cost: $75,000, Total Project Cost: $342,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 27459, Location: RADNOR;LOWER MERI. 14J07 (Lat: 40.049444, Lng: -75.346722), Route carried "on" structure: State highway , Year Built: 1974, Status: Open, Structure Length: 6.89m (22.60ft), Average Daily Traffic: 5,811 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 7,392 (year 2032), Design Load: HS 20, Features Intersected: MID-COUNTY EXPRESSWAY, Facility Carried by Structure: COUNTY LINE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.9m (107.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.80m (25.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $23,000, Roadway Improvement Cost: $67,000, Total Project Cost: $307,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 27459, Location: RADNOR;LOWER MERI. 14J07 (Lat: 40.049444, Lng: -75.346722), Route carried "on" structure: State highway , Year Built: 1974, Status: Open, Structure Length: 6.89m (22.60ft), Average Daily Traffic: 5,811 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 7,392 (year 2032), Design Load: HS 20, Features Intersected: MID-COUNTY EXPRESSWAY, Facility Carried by Structure: COUNTY LINE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.9m (107.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.80m (25.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $23,000, Roadway Improvement Cost: $67,000, Total Project Cost: $307,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 27735, Location: HUGHES PARK 3367E08 (Lat: 40.081042, Lng: -75.348781), Route carried "on" structure: State highway , Year Built: 1911, Year Reconstructed: 1998, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 2,248 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 3,874 (year 2032), Design Load: HS 25 or greater, Features Intersected: P&W RR (SEPTA), Facility Carried by Structure: CROOKED LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State 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: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 27735, Location: HUGHES PARK 3367E08 (Lat: 40.081042, Lng: -75.348781), Route carried "on" structure: State highway , Year Built: 1911, Year Reconstructed: 1998, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 2,248 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 3,874 (year 2032), Design Load: HS 25 or greater, Features Intersected: P&W RR (SEPTA), Facility Carried by Structure: CROOKED LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State 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: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2019, 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: 27741, Location: 3MI.TO ROSEMONT 34K05 (Lat: 40.061667, Lng: -75.341408), Route carried "on" structure: State highway , Year Built: 1933, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 2,222 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 4,683 (year 2032), Design Load: H 20, Features Intersected: OLD GULPH CREEK, Facility Carried by Structure: UPPER GULPH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.684, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 44.5 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: 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: December 2020, Bridge Improvement Cost: $7,000, Roadway Improvement Cost: $21,000, Total Project Cost: $95,000
Structure Number: 27741, Location: 3MI.TO ROSEMONT 34K05 (Lat: 40.061667, Lng: -75.341408), Route carried "on" structure: State highway , Year Built: 1933, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 2,222 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 4,683 (year 2032), Design Load: H 20, Features Intersected: OLD GULPH CREEK, Facility Carried by Structure: UPPER GULPH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.684, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 44.5 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: 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: December 2020, Bridge Improvement Cost: $7,000, Roadway Improvement Cost: $21,000, Total Project Cost: $95,000
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Structure Number: 27746, Location: GULPH MILL INTERCH.34K04 (Lat: 40.068353, Lng: -75.342167), Route carried "on" structure: State highway , Year Built: 1984, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 17,923 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 23,329 (year 2032), Design Load: HS 20, Features Intersected: GULPH CREEK, Facility Carried by Structure: SOUTH GULPH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.074, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
Structure Number: 27746, Location: GULPH MILL INTERCH.34K04 (Lat: 40.068353, Lng: -75.342167), Route carried "on" structure: State highway , Year Built: 1984, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 17,923 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 23,329 (year 2032), Design Load: HS 20, Features Intersected: GULPH CREEK, Facility Carried by Structure: SOUTH GULPH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.074, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
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Structure Number: 2775, Location: K OF P MALL 34C01/3366H7 (Lat: 40.085653, Lng: -75.389444), Route carried "on" structure: State highway , Year Built: 1953, Year Reconstructed: 1995, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 20,008 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 32,330 (year 2032), Design Load: HS 20, Features Intersected: ABRAMS RUN, Facility Carried by Structure: NORTH GULPH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.796, Lanes on structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 23 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 28.6m (93.8ft), Out-to-Out Width: 31.5m (103.3ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Poor, Channel: Good, Operating Rating: 68.0 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: 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: 1.60m (5.25ft), 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
Structure Number: 2775, Location: K OF P MALL 34C01/3366H7 (Lat: 40.085653, Lng: -75.389444), Route carried "on" structure: State highway , Year Built: 1953, Year Reconstructed: 1995, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 20,008 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 32,330 (year 2032), Design Load: HS 20, Features Intersected: ABRAMS RUN, Facility Carried by Structure: NORTH GULPH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.796, Lanes on structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 23 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 28.6m (93.8ft), Out-to-Out Width: 31.5m (103.3ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Poor, Channel: Good, Operating Rating: 68.0 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: 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: 1.60m (5.25ft), 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
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Structure Number: 28004, Location: VALLEY FORGE INTERCHANGE (Lat: 40.091700, Lng: -75.409997), Route carried "on" structure: Interstate 76, Year Built: 2008, Status: Open, Structure Length: 3.93m (12.89ft), Average Daily Traffic: 65,138 (year 2004), Truck Traffic: 12%, Average Future Daily Traffic: 98,418 (year 2030), Design Load: HS 20, Features Intersected: I-76 RAMPS AB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 3, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 29.0m (95.1ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 38.4m (126.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 26.8m (87.9ft), Out-to-Out Width: 42.5m (139.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 61.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.60m (15.09ft), Designated Inspection Frequency: Every 48 months, Inspection Date: July 2018, Bridge Improvement Cost: $151,000, Roadway Improvement Cost: $446,000, Total Project Cost: $2,043,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 28004, Location: VALLEY FORGE INTERCHANGE (Lat: 40.091700, Lng: -75.409997), Route carried "on" structure: Interstate 76, Year Built: 2008, Status: Open, Structure Length: 3.93m (12.89ft), Average Daily Traffic: 65,138 (year 2004), Truck Traffic: 12%, Average Future Daily Traffic: 98,418 (year 2030), Design Load: HS 20, Features Intersected: I-76 RAMPS AB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 3, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 29.0m (95.1ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 38.4m (126.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 26.8m (87.9ft), Out-to-Out Width: 42.5m (139.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 61.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.60m (15.09ft), Designated Inspection Frequency: Every 48 months, Inspection Date: July 2018, Bridge Improvement Cost: $151,000, Roadway Improvement Cost: $446,000, Total Project Cost: $2,043,000, 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: 28118, Location: 1 Mi. SE KOP 3366-G8 (Lat: 40.077700, Lng: -75.399397), Route carried "on" structure: City street , Year Built: 1947, Status: Open, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 600 (year 1992), Average Future Daily Traffic: 840 (year 2016), Features Intersected: NORFOLK SOUTHERN, Facility Carried by Structure: WARNER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Railroad, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 48.1 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.50m (11.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 28118, Location: 1 Mi. SE KOP 3366-G8 (Lat: 40.077700, Lng: -75.399397), Route carried "on" structure: City street , Year Built: 1947, Status: Open, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 600 (year 1992), Average Future Daily Traffic: 840 (year 2016), Features Intersected: NORFOLK SOUTHERN, Facility Carried by Structure: WARNER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Railroad, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 48.1 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.50m (11.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 28122, Location: NEAR US RT.202 3366-J6 (Lat: 40.089947, Lng: -75.383011), Route carried "on" structure: City street , Year Built: 1968, Year Reconstructed: 2014, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 13,198 (year 2014), Truck Traffic: 1%, Average Future Daily Traffic: 18,000 (year 2034), Design Load: HL 93, Features Intersected: ABRAMS RUN, Facility Carried by Structure: ALLENDALE RD(T110)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: Town or Township Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.0m, Curb-To-Curb Width: 17.8m (58.4ft), Out-to-Out Width: 18.5m (60.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 82.9 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: 64.2 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $44,000, Roadway Improvement Cost: $129,000, Total Project Cost: $591,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 28122, Location: NEAR US RT.202 3366-J6 (Lat: 40.089947, Lng: -75.383011), Route carried "on" structure: City street , Year Built: 1968, Year Reconstructed: 2014, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 13,198 (year 2014), Truck Traffic: 1%, Average Future Daily Traffic: 18,000 (year 2034), Design Load: HL 93, Features Intersected: ABRAMS RUN, Facility Carried by Structure: ALLENDALE RD(T110)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: Town or Township Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.0m, Curb-To-Curb Width: 17.8m (58.4ft), Out-to-Out Width: 18.5m (60.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 82.9 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: 64.2 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $44,000, Roadway Improvement Cost: $129,000, Total Project Cost: $591,000, 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: 28123, Location: .3 Mi N of PA-23 3366-J4 (Lat: 40.104697, Lng: -75.381636), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 200 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 350 (year 2035), Design Load: HS 20, Features Intersected: Crow Creek, Facility Carried by Structure: COVERED BRIDGE RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.20m (3.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $29,000, Total Project Cost: $134,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 28123, Location: .3 Mi N of PA-23 3366-J4 (Lat: 40.104697, Lng: -75.381636), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 200 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 350 (year 2035), Design Load: HS 20, Features Intersected: Crow Creek, Facility Carried by Structure: COVERED BRIDGE RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.20m (3.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $29,000, Total Project Cost: $134,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 28124, Location: 1 Mi N of PA 23 3366-K3 (Lat: 40.112000, Lng: -75.379197), Route carried "on" structure: City street , Year Built: 1964, Year Reconstructed: 1995, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 1,122 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 8,500 (year 2035), Design Load: HS 20, Features Intersected: Crow Creek, Facility Carried by Structure: BEIDLER ROAD(T231)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), 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: 2.3m (7.5ft), Right: 2.5m (8.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Inventory Rating: 94.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 28124, Location: 1 Mi N of PA 23 3366-K3 (Lat: 40.112000, Lng: -75.379197), Route carried "on" structure: City street , Year Built: 1964, Year Reconstructed: 1995, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 1,122 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 8,500 (year 2035), Design Load: HS 20, Features Intersected: Crow Creek, Facility Carried by Structure: BEIDLER ROAD(T231)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), 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: 2.3m (7.5ft), Right: 2.5m (8.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Inventory Rating: 94.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 28125, Location: .35 MI SW Rt 23 3366-J5 (Lat: 40.099597, Lng: -75.383797), Route carried "on" structure: City street , Year Built: 1960, Year Reconstructed: 2016, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 5,625 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 6,200 (year 2037), Design Load: HL 93, Features Intersected: ABRAMS CREEK, Facility Carried by Structure: KEEBLER ROAD(T300)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.3m (7.5ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Fair, Operating Rating: 43.1 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: 33.0 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.20m (3.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 28125, Location: .35 MI SW Rt 23 3366-J5 (Lat: 40.099597, Lng: -75.383797), Route carried "on" structure: City street , Year Built: 1960, Year Reconstructed: 2016, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 5,625 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 6,200 (year 2037), Design Load: HL 93, Features Intersected: ABRAMS CREEK, Facility Carried by Structure: KEEBLER ROAD(T300)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.3m (7.5ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Fair, Operating Rating: 43.1 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: 33.0 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.20m (3.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 28126, Location: 300FT NW OF US202 3366-J7 (Lat: 40.087192, Lng: -75.387008), Route carried "on" structure: City street , Year Built: 1961, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 10,200 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 10,200 (year 2037), Design Load: H 20, Features Intersected: ABRAMS CREEK, Facility Carried by Structure: MALL BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 48.280, Lanes on structure: 5, Owner: Town or Township Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 25.9m (85.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.90m (2.95ft), 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: 28126, Location: 300FT NW OF US202 3366-J7 (Lat: 40.087192, Lng: -75.387008), Route carried "on" structure: City street , Year Built: 1961, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 10,200 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 10,200 (year 2037), Design Load: H 20, Features Intersected: ABRAMS CREEK, Facility Carried by Structure: MALL BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 48.280, Lanes on structure: 5, Owner: Town or Township Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 25.9m (85.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.90m (2.95ft), 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: 28127, Location: AT PULASKI DRIVE 3366-F7 (Lat: 40.087200, Lng: -75.399600), Route carried "on" structure: City street , Year Built: 1962, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 5,170 (year 2010), Average Future Daily Traffic: 5,170 (year 2030), Design Load: HS 20, Features Intersected: PULASKI DRIVE, Facility Carried by Structure: CONRAD DRIVE-RAMPS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $21,000, Roadway Improvement Cost: $62,000, Total Project Cost: $284,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 28127, Location: AT PULASKI DRIVE 3366-F7 (Lat: 40.087200, Lng: -75.399600), Route carried "on" structure: City street , Year Built: 1962, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 5,170 (year 2010), Average Future Daily Traffic: 5,170 (year 2030), Design Load: HS 20, Features Intersected: PULASKI DRIVE, Facility Carried by Structure: CONRAD DRIVE-RAMPS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $21,000, Roadway Improvement Cost: $62,000, Total Project Cost: $284,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 28128, Location: 200' S of US-202 3366-H7 (Lat: 40.083856, Lng: -75.389872), Route carried "on" structure: City street , Year Built: 1930, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 300 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 350 (year 2035), Design Load: H 20, Features Intersected: Crow Creek, Facility Carried by Structure: KING OF PRUSSIA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 3 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 or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 49.0 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, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 28128, Location: 200' S of US-202 3366-H7 (Lat: 40.083856, Lng: -75.389872), Route carried "on" structure: City street , Year Built: 1930, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 300 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 350 (year 2035), Design Load: H 20, Features Intersected: Crow Creek, Facility Carried by Structure: KING OF PRUSSIA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 3 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 or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 49.0 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, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 28131, Location: At SR320 ADC 3367-F10 (Lat: 40.065739, Lng: -75.342900), Route carried "on" structure: City street , Year Built: 1991, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 700 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 900 (year 2032), Design Load: H 20, Features Intersected: GULPH CREEK, Facility Carried by Structure: ARDEN ROAD(T721)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Fair, Channel: Fair, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.9 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 28131, Location: At SR320 ADC 3367-F10 (Lat: 40.065739, Lng: -75.342900), Route carried "on" structure: City street , Year Built: 1991, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 700 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 900 (year 2032), Design Load: H 20, Features Intersected: GULPH CREEK, Facility Carried by Structure: ARDEN ROAD(T721)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Fair, Channel: Fair, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.9 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 28132, Location: 1BL.E.YERKES RD. 3367-D7 (Lat: 40.086958, Lng: -75.352656), Route carried "on" structure: City street , Year Built: 1950, Year Reconstructed: 1969, Status: Closed, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 10,639 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 14,000 (year 2037), Design Load: HS 20+Mod, Features Intersected: SEPTA NORRSTN.HIGH SPEED, Facility Carried by Structure: CHURCH 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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.9m (3.0ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Poor, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $37,000, Roadway Improvement Cost: $108,000, Total Project Cost: $497,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 28132, Location: 1BL.E.YERKES RD. 3367-D7 (Lat: 40.086958, Lng: -75.352656), Route carried "on" structure: City street , Year Built: 1950, Year Reconstructed: 1969, Status: Closed, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 10,639 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 14,000 (year 2037), Design Load: HS 20+Mod, Features Intersected: SEPTA NORRSTN.HIGH SPEED, Facility Carried by Structure: CHURCH 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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.9m (3.0ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Poor, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $37,000, Roadway Improvement Cost: $108,000, Total Project Cost: $497,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 28145, Location: NEAR KING OF PRUSSIA (Lat: 40.091958, Lng: -75.385439), Route carried "on" structure: City street , Year Built: 1954, Year Reconstructed: 1999, Status: Open, Structure Length: 5.73m (18.80ft), Average Daily Traffic: 200 (year 1992), Truck Traffic: 9%, Average Future Daily Traffic: 315 (year 2030), Design Load: HS 20, Features Intersected: PA TPK (I-276), Facility Carried by Structure: T-110 (SB)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Toll Authority, Approaching Roadway Width: 7.9m (25.9ft), Skew: 6 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 55.5m (182.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 71.7 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.70m (21.98ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2020, Critical Feature Inspection Date: August 2020, Bridge Improvement Cost: $60,000, Roadway Improvement Cost: $177,000, Total Project Cost: $811,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 28145, Location: NEAR KING OF PRUSSIA (Lat: 40.091958, Lng: -75.385439), Route carried "on" structure: City street , Year Built: 1954, Year Reconstructed: 1999, Status: Open, Structure Length: 5.73m (18.80ft), Average Daily Traffic: 200 (year 1992), Truck Traffic: 9%, Average Future Daily Traffic: 315 (year 2030), Design Load: HS 20, Features Intersected: PA TPK (I-276), Facility Carried by Structure: T-110 (SB)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Toll Authority, Approaching Roadway Width: 7.9m (25.9ft), Skew: 6 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 55.5m (182.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 71.7 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.70m (21.98ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2020, Critical Feature Inspection Date: August 2020, Bridge Improvement Cost: $60,000, Roadway Improvement Cost: $177,000, Total Project Cost: $811,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 28146, Location: NEAR KING OF PRUSSIA (Lat: 40.091039, Lng: -75.380964), Route carried "on" structure: Interstate 276, Year Built: 1954, Year Reconstructed: 2008, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 65,138 (year 2004), Truck Traffic: 12%, Average Future Daily Traffic: 98,418 (year 2030), Design Load: HS 20, Features Intersected: ABRAMS RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 16.8m (55.1ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Inventory Rating: 81.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 48 months, Inspection Date: May 2018
Structure Number: 28146, Location: NEAR KING OF PRUSSIA (Lat: 40.091039, Lng: -75.380964), Route carried "on" structure: Interstate 276, Year Built: 1954, Year Reconstructed: 2008, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 65,138 (year 2004), Truck Traffic: 12%, Average Future Daily Traffic: 98,418 (year 2030), Design Load: HS 20, Features Intersected: ABRAMS RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 16.8m (55.1ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Inventory Rating: 81.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 48 months, Inspection Date: May 2018