Bridge Statistics for Kenilworth, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 19Number of bridges
- 207ft / 63.0mTotal length
- $2,157,000Total costs
- 161,419Total average daily traffic
- 7,645Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Kenilworth
- No street view available for this location
- New bridges - historical statistics
- 11900-1909
- 11910-1919
- 11920-1929
- 11930-1939
- 41950-1959
- 41960-1969
- 11970-1979
- 11980-1989
- 21990-1999
- 12000-2009
- 22010-2019
- Reconstructed bridges - Historical Statistics
- 11950-1959
- 01960-1969
- 11970-1979
- 11980-1989
- 11990-1999
- 12000-2009
- 02010-2019
- 12020-2022
- Bridge Condition - Deck
- 18.2%Very good
- 27.3%Good
- 36.4%Satisfactory
- 18.2%Fair
- Bridge Condition - Superstructure
- 9.1%Very good
- 9.1%Good
- 45.5%Satisfactory
- 9.1%Fair
- 18.2%Poor
- 9.1%Serious
- Bridge Condition - Substructure
- 9.1%Very good
- 18.2%Good
- 36.4%Satisfactory
- 18.2%Fair
- 18.2%Poor
- Bridge Condition - Channel
- 7.1%Very good
- 7.1%Good
- 28.6%Satisfactory
- 28.6%Fair
- 28.6%Poor
- Bridge Condition - Culverts
- 20.0%Very good
- 20.0%Good
- 40.0%Satisfactory
- 20.0%Fair
Find on map >> Show street view
Structure Number: 1007, Location: PUGHTOWN 6B12 (Lat: 40.163556, Lng: -75.670069), Route carried "on" structure: State highway 100, Year Built: 1953, Year Reconstructed: 2000, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 9,696 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 15,134 (year 2032), Design Load: HS 20, Features Intersected: FRENCH CREEK, Facility Carried by Structure: POTTSTOWN PIKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.834, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Poor, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 37.2 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.70m (8.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $16,000, Roadway Improvement Cost: $47,000, Total Project Cost: $215,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1007, Location: PUGHTOWN 6B12 (Lat: 40.163556, Lng: -75.670069), Route carried "on" structure: State highway 100, Year Built: 1953, Year Reconstructed: 2000, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 9,696 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 15,134 (year 2032), Design Load: HS 20, Features Intersected: FRENCH CREEK, Facility Carried by Structure: POTTSTOWN PIKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.834, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Poor, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 37.2 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.70m (8.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $16,000, Roadway Improvement Cost: $47,000, Total Project Cost: $215,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 10072, Location: 4 MI. S. POTTSTOWN 6C7 (Lat: 40.195375, Lng: -75.662467), Route carried "on" structure: State highway 100, Year Built: 1966, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 17,980 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 22,435 (year 2032), Design Load: HS 20, Features Intersected: PIGEON CREEK, Facility Carried by Structure: POTTSTOWN PIKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.023, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 84.4 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.00m (6.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
Structure Number: 10072, Location: 4 MI. S. POTTSTOWN 6C7 (Lat: 40.195375, Lng: -75.662467), Route carried "on" structure: State highway 100, Year Built: 1966, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 17,980 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 22,435 (year 2032), Design Load: HS 20, Features Intersected: PIGEON CREEK, Facility Carried by Structure: POTTSTOWN PIKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.023, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 84.4 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.00m (6.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
Find on map >> Show street view
Structure Number: 10073, Location: 1.0 MI TO LR 147 6D03 (Lat: 40.216425, Lng: -75.659886), Route carried "on" structure: State highway 100, Year Built: 1954, Year Reconstructed: 1998, Status: Open, Structure Length: 6.00m (19.69ft), Average Daily Traffic: 16,596 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 20,999 (year 2032), Design Load: HS 20, Features Intersected: NEIMAN ROAD, Facility Carried by Structure: POTTSTOWN PIKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.385, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.00m (22.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 10073, Location: 1.0 MI TO LR 147 6D03 (Lat: 40.216425, Lng: -75.659886), Route carried "on" structure: State highway 100, Year Built: 1954, Year Reconstructed: 1998, Status: Open, Structure Length: 6.00m (19.69ft), Average Daily Traffic: 16,596 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 20,999 (year 2032), Design Load: HS 20, Features Intersected: NEIMAN ROAD, Facility Carried by Structure: POTTSTOWN PIKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.385, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.00m (22.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Find on map >> Show street view
Structure Number: 10239, Location: INTER. W/ SR 724 2H13 (Lat: 40.231156, Lng: -75.628114), Route carried "on" structure: US 422, Year Built: 1965, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 50,793 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 64,399 (year 2032), Design Load: HS 20, Features Intersected: RAMPS G & H, Facility Carried by Structure: POTTSTOWN BYPASS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.404, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 23.7m (77.8ft), Out-to-Out Width: 25.9m (85.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 57.2 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: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.20m (7.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10239, Location: INTER. W/ SR 724 2H13 (Lat: 40.231156, Lng: -75.628114), Route carried "on" structure: US 422, Year Built: 1965, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 50,793 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 64,399 (year 2032), Design Load: HS 20, Features Intersected: RAMPS G & H, Facility Carried by Structure: POTTSTOWN BYPASS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.404, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 23.7m (77.8ft), Out-to-Out Width: 25.9m (85.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 57.2 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: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.20m (7.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 10708, Location: E&S COVENTRY TWP 3138-G10 (Lat: 40.189786, Lng: -75.646978), Route carried "on" structure: City street , Year Built: 1928, Year Reconstructed: 1985, Status: Posted for load, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 1,430 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 1,745 (year 2039), Features Intersected: PIGEON CREEK, Facility Carried by Structure: PORTERS MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 5.4m (17.7ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Load Testing, Inventory Rating: 7.3 metric tons, Method Used To Determine Inventory Rating: Load Testing, Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2021, Other Special Inspection Date: March 2021, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $15,000, Total Project Cost: $68,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 10708, Location: E&S COVENTRY TWP 3138-G10 (Lat: 40.189786, Lng: -75.646978), Route carried "on" structure: City street , Year Built: 1928, Year Reconstructed: 1985, Status: Posted for load, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 1,430 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 1,745 (year 2039), Features Intersected: PIGEON CREEK, Facility Carried by Structure: PORTERS MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 5.4m (17.7ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Load Testing, Inventory Rating: 7.3 metric tons, Method Used To Determine Inventory Rating: Load Testing, Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2021, Other Special Inspection Date: March 2021, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $15,000, Total Project Cost: $68,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 1071, Location: E.& W.VINCENT TWP. 06E13 (Lat: 40.154969, Lng: -75.639900), Route carried "on" structure: City street , Year Built: 1988, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 235 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 345 (year 2033), Features Intersected: FRENCH CREEK, Facility Carried by Structure: COOKS GLEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 3.20m (10.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1071, Location: E.& W.VINCENT TWP. 06E13 (Lat: 40.154969, Lng: -75.639900), Route carried "on" structure: City street , Year Built: 1988, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 235 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 345 (year 2033), Features Intersected: FRENCH CREEK, Facility Carried by Structure: COOKS GLEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 3.20m (10.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 10712, Location: 0.5 Mi. S. SR1028 3250-F5 (Lat: 40.158353, Lng: -75.652789), Route carried "on" structure: City street , Year Built: 1905, Year Reconstructed: 1982, Status: Posted for load, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 171 (year 2018), Truck Traffic: 18%, Average Future Daily Traffic: 188 (year 2023), Features Intersected: FRENCH CREEK, Facility Carried by Structure: BERTOLET SCHOOL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.1m (88.9ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Serious, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 14.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 8.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.40m (11.15ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 6 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: September 2020, Critical Feature Inspection Date: September 2020, Other Special Inspection Date: September 2020, Bridge Improvement Cost: $44,000, Roadway Improvement Cost: $130,000, Total Project Cost: $596,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 10712, Location: 0.5 Mi. S. SR1028 3250-F5 (Lat: 40.158353, Lng: -75.652789), Route carried "on" structure: City street , Year Built: 1905, Year Reconstructed: 1982, Status: Posted for load, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 171 (year 2018), Truck Traffic: 18%, Average Future Daily Traffic: 188 (year 2023), Features Intersected: FRENCH CREEK, Facility Carried by Structure: BERTOLET SCHOOL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.1m (88.9ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Serious, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 14.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 8.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.40m (11.15ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 6 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: September 2020, Critical Feature Inspection Date: September 2020, Other Special Inspection Date: September 2020, Bridge Improvement Cost: $44,000, Roadway Improvement Cost: $130,000, Total Project Cost: $596,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Find on map >> Show street view
Structure Number: 10715, Location: EAST COVENTRY TWP 3139-A9 (Lat: 40.198919, Lng: -75.621275), Route carried "on" structure: City street , Year Built: 1914, Year Reconstructed: 2020, Status: Posted for load, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 205 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 225 (year 2022), Features Intersected: PIGEON CREEK, Facility Carried by Structure: HALTEMAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 18.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, 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, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2020, Other Special Inspection Date: August 2020, Bridge Improvement Cost: $50,000, Roadway Improvement Cost: $140,000, Total Project Cost: $760,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 10715, Location: EAST COVENTRY TWP 3139-A9 (Lat: 40.198919, Lng: -75.621275), Route carried "on" structure: City street , Year Built: 1914, Year Reconstructed: 2020, Status: Posted for load, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 205 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 225 (year 2022), Features Intersected: PIGEON CREEK, Facility Carried by Structure: HALTEMAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 18.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, 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, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2020, Other Special Inspection Date: August 2020, Bridge Improvement Cost: $50,000, Roadway Improvement Cost: $140,000, Total Project Cost: $760,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 10773, Location: 3 MI.S.POTTSTOWN 3138-J10 (Lat: 40.192075, Lng: -75.635878), Route carried "on" structure: City street , Year Built: 1930, Year Reconstructed: 1955, Status: Posted for load, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 300 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 350 (year 2035), Features Intersected: PIGEON CREEK, Facility Carried by Structure: FULMER RD. T-500
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Poor, Operating Rating: 10.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 6.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: April 2020, Other Special Inspection Date: April 2021, Bridge Improvement Cost: $25,000, Roadway Improvement Cost: $74,000, Total Project Cost: $340,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10773, Location: 3 MI.S.POTTSTOWN 3138-J10 (Lat: 40.192075, Lng: -75.635878), Route carried "on" structure: City street , Year Built: 1930, Year Reconstructed: 1955, Status: Posted for load, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 300 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 350 (year 2035), Features Intersected: PIGEON CREEK, Facility Carried by Structure: FULMER RD. T-500
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Poor, Operating Rating: 10.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 6.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: April 2020, Other Special Inspection Date: April 2021, Bridge Improvement Cost: $25,000, Roadway Improvement Cost: $74,000, Total Project Cost: $340,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 10775, Location: 2.4 Mi N PA-23 3139-A8 (Lat: 40.200942, Lng: -75.619039), Route carried "on" structure: City street , Year Built: 1950, Status: Posted for load, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 910 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 1,200 (year 2035), Design Load: H 20, Features Intersected: PIGEON CREEK, Facility Carried by Structure: ELLIS WOODS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Poor, Channel: Poor, Operating Rating: 41.7 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: July 2020, Other Special Inspection Date: July 2020, Bridge Improvement Cost: $13,000, Roadway Improvement Cost: $39,000, Total Project Cost: $178,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10775, Location: 2.4 Mi N PA-23 3139-A8 (Lat: 40.200942, Lng: -75.619039), Route carried "on" structure: City street , Year Built: 1950, Status: Posted for load, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 910 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 1,200 (year 2035), Design Load: H 20, Features Intersected: PIGEON CREEK, Facility Carried by Structure: ELLIS WOODS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Poor, Channel: Poor, Operating Rating: 41.7 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: July 2020, Other Special Inspection Date: July 2020, Bridge Improvement Cost: $13,000, Roadway Improvement Cost: $39,000, Total Project Cost: $178,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 45263, Location: .4 Mi W. PA-100 3250-C5 (Lat: 40.160256, Lng: -75.671361), Route carried "on" structure: City street , Year Built: 1977, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 500 (year 2009), Truck Traffic: 2%, Average Future Daily Traffic: 613 (year 2032), Design Load: HS 20, Features Intersected: BEAVER RUN, Facility Carried by Structure: PRIZER ROAD (T513)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Good, Superstructure: Poor, Substructure: Satisfactory, Channel: Poor, Operating Rating: 26.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2019, Critical Feature Inspection Date: August 2020, Other Special Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 45263, Location: .4 Mi W. PA-100 3250-C5 (Lat: 40.160256, Lng: -75.671361), Route carried "on" structure: City street , Year Built: 1977, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 500 (year 2009), Truck Traffic: 2%, Average Future Daily Traffic: 613 (year 2032), Design Load: HS 20, Features Intersected: BEAVER RUN, Facility Carried by Structure: PRIZER ROAD (T513)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Good, Superstructure: Poor, Substructure: Satisfactory, Channel: Poor, Operating Rating: 26.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2019, Critical Feature Inspection Date: August 2020, Other Special Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 5323, Location: 2 MI. E. PA100 3138K3 (Lat: 40.231850, Lng: -75.624206), Route carried "on" structure: US 422, Year Built: 2016, Status: Open, Structure Length: 37.34m (122.51ft), Average Daily Traffic: 50,793 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 65,079 (year 2032), Design Load: HL 93, Features Intersected: SCHUYLKILL RIVER, Facility Carried by Structure: POTTSTOWN BY-PASS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.942, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 34 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 46.6m (152.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 4.3m (14.1ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 43.3m (142.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 47.0 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: June 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 5323, Location: 2 MI. E. PA100 3138K3 (Lat: 40.231850, Lng: -75.624206), Route carried "on" structure: US 422, Year Built: 2016, Status: Open, Structure Length: 37.34m (122.51ft), Average Daily Traffic: 50,793 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 65,079 (year 2032), Design Load: HL 93, Features Intersected: SCHUYLKILL RIVER, Facility Carried by Structure: POTTSTOWN BY-PASS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.942, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 34 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 46.6m (152.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 4.3m (14.1ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 43.3m (142.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 47.0 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: June 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 54204, Location: NE of Penn Drive 3251B4 (Lat: 40.162414, Lng: -75.615797), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 350 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 427 (year 2038), Design Load: HS 25 or greater, Features Intersected: BRANCH OF FRENCH CREEK, Facility Carried by Structure: NOTTINGHAM DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 54204, Location: NE of Penn Drive 3251B4 (Lat: 40.162414, Lng: -75.615797), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 350 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 427 (year 2038), Design Load: HS 25 or greater, Features Intersected: BRANCH OF FRENCH CREEK, Facility Carried by Structure: NOTTINGHAM DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 54205, Location: NE of Penn Dr 3251B4 (Lat: 40.165794, Lng: -75.617411), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 325 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 397 (year 2038), Design Load: HS 25 or greater, Features Intersected: BRANCH OF FRENCH CREEK, Facility Carried by Structure: BARTON DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 57.2 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, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021
Structure Number: 54205, Location: NE of Penn Dr 3251B4 (Lat: 40.165794, Lng: -75.617411), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 325 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 397 (year 2038), Design Load: HS 25 or greater, Features Intersected: BRANCH OF FRENCH CREEK, Facility Carried by Structure: BARTON DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 57.2 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, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021
Find on map >> Show street view
Structure Number: 5421, Location: E of Hanover St 3138F4 (Lat: 40.226400, Lng: -75.654900), Route carried "on" structure: Other road , Year Built: 2000, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 200 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 250 (year 2020), Design Load: HL 93, Features Intersected: Unnamed Trib Schuylkill, Facility Carried by Structure: WENDLER CIRCLE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 34 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 57.2 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
Structure Number: 5421, Location: E of Hanover St 3138F4 (Lat: 40.226400, Lng: -75.654900), Route carried "on" structure: Other road , Year Built: 2000, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 200 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 250 (year 2020), Design Load: HL 93, Features Intersected: Unnamed Trib Schuylkill, Facility Carried by Structure: WENDLER CIRCLE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 34 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 57.2 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
Find on map >> Show street view
Structure Number: 54606, Location: 3MI.S of Pottstown3138K9 (Lat: 40.197206, Lng: -75.624850), Route carried "on" structure: ServiceCity street 526, Year Built: 2017, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 450 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 500 (year 2036), Design Load: HL 93, Features Intersected: Pigeon Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 51.8 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2019
Structure Number: 54606, Location: 3MI.S of Pottstown3138K9 (Lat: 40.197206, Lng: -75.624850), Route carried "on" structure: ServiceCity street 526, Year Built: 2017, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 450 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 500 (year 2036), Design Load: HL 93, Features Intersected: Pigeon Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 51.8 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2019
Find on map >> Show street view
Structure Number: 10073, Location: 1.0 MI TO LR 147 6D03 (Lat: 40.216425, Lng: -75.659886), Route carried "under" structure: State highway , Year Built: 1954, Structure Length: 0. m, Average Daily Traffic: 3,291 (year 2022), Truck Traffic: 3%, Features Intersected: NEIMAN ROAD, Facility Carried by Structure: POTTSTOWN PIKE
Minimum Vertical Clearance: 4.90m (16.08ft), Kilometerpoint: 8.744, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.4m (80.1ft)
Structure Number: 10073, Location: 1.0 MI TO LR 147 6D03 (Lat: 40.216425, Lng: -75.659886), Route carried "under" structure: State highway , Year Built: 1954, Structure Length: 0. m, Average Daily Traffic: 3,291 (year 2022), Truck Traffic: 3%, Features Intersected: NEIMAN ROAD, Facility Carried by Structure: POTTSTOWN PIKE
Minimum Vertical Clearance: 4.90m (16.08ft), Kilometerpoint: 8.744, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.4m (80.1ft)
Find on map >> Show street view
Structure Number: 10239, Location: INTER. W/ SR 724 2H13 (Lat: 40.231156, Lng: -75.628114), Route carried "under" structure: Ramp State highway , Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 2,652 (year 2022), Truck Traffic: 7%, Features Intersected: RAMPS G & H, Facility Carried by Structure: POTTSTOWN BYPASS
Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.2m (49.9ft)
Structure Number: 10239, Location: INTER. W/ SR 724 2H13 (Lat: 40.231156, Lng: -75.628114), Route carried "under" structure: Ramp State highway , Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 2,652 (year 2022), Truck Traffic: 7%, Features Intersected: RAMPS G & H, Facility Carried by Structure: POTTSTOWN BYPASS
Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.2m (49.9ft)
Find on map >> Show street view
Structure Number: 10239, Location: INTER. W/ SR 724 2H13 (Lat: 40.231156, Lng: -75.628114), Route carried "under" structure: Ramp State highway , Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 4,542 (year 2022), Truck Traffic: 7%, Features Intersected: RAMPS G & H, Facility Carried by Structure: POTTSTOWN BYPASS
Minimum Vertical Clearance: 4.44m (14.57ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.2m (49.9ft)
Structure Number: 10239, Location: INTER. W/ SR 724 2H13 (Lat: 40.231156, Lng: -75.628114), Route carried "under" structure: Ramp State highway , Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 4,542 (year 2022), Truck Traffic: 7%, Features Intersected: RAMPS G & H, Facility Carried by Structure: POTTSTOWN BYPASS
Minimum Vertical Clearance: 4.44m (14.57ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.2m (49.9ft)