Bridge Statistics for Bally, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 15Number of bridges
- 89ft / 27.4mTotal length
- $2,090,000Total costs
- 28,053Total average daily traffic
- 1,988Total average daily truck traffic
- 36,300Total future (year 2018) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Bally
- No street view available for this location
- New bridges - historical statistics
- 11900-1909
- 21920-1929
- 21930-1939
- 21960-1969
- 31970-1979
- 12000-2009
- 32010-2019
- 12020-2022
- Bridge Condition - Deck
- 7.7%Excellent
- 23.1%Very good
- 7.7%Good
- 30.8%Satisfactory
- 23.1%Fair
- 7.7%Serious
- Bridge Condition - Superstructure
- 14.3%Excellent
- 14.3%Very good
- 21.4%Good
- 21.4%Satisfactory
- 21.4%Fair
- 7.1%Poor
- Bridge Condition - Substructure
- 21.4%Very good
- 14.3%Good
- 14.3%Satisfactory
- 42.9%Fair
- 7.1%Poor
- Bridge Condition - Channel
- 6.7%Very good
- 6.7%Good
- 26.7%Satisfactory
- 53.3%Fair
- 6.7%Poor
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Structure Number: 4999, Location: HUFF CHURCH (Lat: 40.447078, Lng: -75.621258), Route carried "on" structure: State highway , Year Built: 1962, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 3,289 (year 2022), Truck Traffic: 6%, Average Future Daily Traffic: 2,810 (year 2032), Design Load: HS 20, Features Intersected: W.BRANCH PERKIOMEN CREEK, Facility Carried by Structure: SR 1022 (LR 06140)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.748, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 93.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.2 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $29,000, Total Project Cost: $133,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 4999, Location: HUFF CHURCH (Lat: 40.447078, Lng: -75.621258), Route carried "on" structure: State highway , Year Built: 1962, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 3,289 (year 2022), Truck Traffic: 6%, Average Future Daily Traffic: 2,810 (year 2032), Design Load: HS 20, Features Intersected: W.BRANCH PERKIOMEN CREEK, Facility Carried by Structure: SR 1022 (LR 06140)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.748, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 93.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.2 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $29,000, Total Project Cost: $133,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 5024, Location: FORGEDALE RD. (Lat: 40.410031, Lng: -75.615803), Route carried "on" structure: State highway , Year Built: 1965, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 397 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 898 (year 2032), Design Load: HS 20, Features Intersected: W.BRANCH PERKIOMEN CREEK, Facility Carried by Structure: SR 1030 (LR 06095)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.759, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 6 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 81.6 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.00m (9.84ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $12,000, Roadway Improvement Cost: $36,000, Total Project Cost: $165,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 5024, Location: FORGEDALE RD. (Lat: 40.410031, Lng: -75.615803), Route carried "on" structure: State highway , Year Built: 1965, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 397 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 898 (year 2032), Design Load: HS 20, Features Intersected: W.BRANCH PERKIOMEN CREEK, Facility Carried by Structure: SR 1030 (LR 06095)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.759, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 6 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 81.6 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.00m (9.84ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $12,000, Roadway Improvement Cost: $36,000, Total Project Cost: $165,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 5025, Location: FORGEDALE ROAD, BARTO (Lat: 40.395778, Lng: -75.609969), Route carried "on" structure: State highway , Year Built: 1927, Year Reconstructed: 2013, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 397 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 898 (year 2032), Features Intersected: W.BRANCH PERKIOMEN CREEK, Facility Carried by Structure: SR 1030 (LR 06095)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.468, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: 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: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.50m (8.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $4,000, Roadway Improvement Cost: $11,000, Total Project Cost: $51,000, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5025, Location: FORGEDALE ROAD, BARTO (Lat: 40.395778, Lng: -75.609969), Route carried "on" structure: State highway , Year Built: 1927, Year Reconstructed: 2013, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 397 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 898 (year 2032), Features Intersected: W.BRANCH PERKIOMEN CREEK, Facility Carried by Structure: SR 1030 (LR 06095)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.468, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: 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: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.50m (8.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $4,000, Roadway Improvement Cost: $11,000, Total Project Cost: $51,000, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 503, Location: DALE RD. & CROW HILL RD. (Lat: 40.415117, Lng: -75.616117), Route carried "on" structure: State highway , Year Built: 1920, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 689 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 790 (year 2032), Design Load: HS 20, Features Intersected: TRIB.W.BR.PERKIOMEN CREE, Facility Carried by Structure: SR 1047 (LR 06014)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Poor, 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: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $3,000, Roadway Improvement Cost: $9,000, Total Project Cost: $41,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 503, Location: DALE RD. & CROW HILL RD. (Lat: 40.415117, Lng: -75.616117), Route carried "on" structure: State highway , Year Built: 1920, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 689 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 790 (year 2032), Design Load: HS 20, Features Intersected: TRIB.W.BR.PERKIOMEN CREE, Facility Carried by Structure: SR 1047 (LR 06014)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Poor, 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: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $3,000, Roadway Improvement Cost: $9,000, Total Project Cost: $41,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 513, Location: BARTO BRIDGE (Lat: 40.396086, Lng: -75.608378), Route carried "on" structure: State highway , Year Built: 1908, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 1,266 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 1,823 (year 2032), Features Intersected: BR. OF PERKIOMEN CREEK, Facility Carried by Structure: SR 2069(LR 284)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.699, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 5.4m (17.7ft), Out-to-Out Width: 5.9m (19.4ft)
Condition: Superstructure: Poor, Substructure: Poor, 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: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.10m (10.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $50,000, Roadway Improvement Cost: $149,000, Total Project Cost: $677,000
Structure Number: 513, Location: BARTO BRIDGE (Lat: 40.396086, Lng: -75.608378), Route carried "on" structure: State highway , Year Built: 1908, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 1,266 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 1,823 (year 2032), Features Intersected: BR. OF PERKIOMEN CREEK, Facility Carried by Structure: SR 2069(LR 284)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.699, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 5.4m (17.7ft), Out-to-Out Width: 5.9m (19.4ft)
Condition: Superstructure: Poor, Substructure: Poor, 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: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.10m (10.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $50,000, Roadway Improvement Cost: $149,000, Total Project Cost: $677,000
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Structure Number: 5373, Location: 3 MI. NW OF BALLY (Lat: 40.429000, Lng: -75.624300), Route carried "on" structure: Other road , Year Built: 1975, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 189 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 212 (year 2038), Design Load: HS 20, Features Intersected: W. BR. PERKIOMEN CREEK, Facility Carried by Structure: AIRPORT RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 55.3 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: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum 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: Monolithic Concrete
Structure Number: 5373, Location: 3 MI. NW OF BALLY (Lat: 40.429000, Lng: -75.624300), Route carried "on" structure: Other road , Year Built: 1975, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 189 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 212 (year 2038), Design Load: HS 20, Features Intersected: W. BR. PERKIOMEN CREEK, Facility Carried by Structure: AIRPORT RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 55.3 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: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum 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: Monolithic Concrete
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Structure Number: 27569, Location: NIANTIC 1E12/2803G9 (Lat: 40.383006, Lng: -75.581056), Route carried "on" structure: State highway , Year Built: 1931, Status: Posted for load, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 2,243 (year 2022), Truck Traffic: 6%, Average Future Daily Traffic: 3,535 (year 2032), Design Load: H 20, Features Intersected: W. BR. PERKIOMEN CREEK, Facility Carried by Structure: NIANTIC ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Serious, Superstructure: Fair, Substructure: Fair, Channel: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 2.50m (8.20ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2021, Other Special Inspection Date: August 2021, Bridge Improvement Cost: $64,000, Roadway Improvement Cost: $189,000, Total Project Cost: $866,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 27569, Location: NIANTIC 1E12/2803G9 (Lat: 40.383006, Lng: -75.581056), Route carried "on" structure: State highway , Year Built: 1931, Status: Posted for load, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 2,243 (year 2022), Truck Traffic: 6%, Average Future Daily Traffic: 3,535 (year 2032), Design Load: H 20, Features Intersected: W. BR. PERKIOMEN CREEK, Facility Carried by Structure: NIANTIC ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Serious, Superstructure: Fair, Substructure: Fair, Channel: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 2.50m (8.20ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2021, Other Special Inspection Date: August 2021, Bridge Improvement Cost: $64,000, Roadway Improvement Cost: $189,000, Total Project Cost: $866,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 27579, Location: BUTTER VAL. 01G11/2803J9 (Lat: 40.385014, Lng: -75.569381), Route carried "on" structure: State highway , Year Built: 1932, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 187 (year 2022), Truck Traffic: 11%, Average Future Daily Traffic: 112 (year 2032), Design Load: H 15, Features Intersected: WEST BR.PERKIOMEN CREEK, Facility Carried by Structure: MILLER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, 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: 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: 2.80m (9.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $12,000, Roadway Improvement Cost: $34,000, Total Project Cost: $157,000, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 27579, Location: BUTTER VAL. 01G11/2803J9 (Lat: 40.385014, Lng: -75.569381), Route carried "on" structure: State highway , Year Built: 1932, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 187 (year 2022), Truck Traffic: 11%, Average Future Daily Traffic: 112 (year 2032), Design Load: H 15, Features Intersected: WEST BR.PERKIOMEN CREEK, Facility Carried by Structure: MILLER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, 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: 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: 2.80m (9.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $12,000, Roadway Improvement Cost: $34,000, Total Project Cost: $157,000, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 41634, Location: SOUTH OF HUFFS CHURCH (Lat: 40.436689, Lng: -75.624386), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 100 (year 2009), Average Future Daily Traffic: 120 (year 2019), Design Load: HS 20, Features Intersected: W. BR. PERKIOMEN CREEK, Facility Carried by Structure: CAMP MENSCH MILL
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), 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: 11.9m (39.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 58.1 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: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 41634, Location: SOUTH OF HUFFS CHURCH (Lat: 40.436689, Lng: -75.624386), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 100 (year 2009), Average Future Daily Traffic: 120 (year 2019), Design Load: HS 20, Features Intersected: W. BR. PERKIOMEN CREEK, Facility Carried by Structure: CAMP MENSCH MILL
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), 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: 11.9m (39.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 58.1 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: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 41635, Location: SOUTH OF HUFFS CHURCH (Lat: 40.429283, Lng: -75.627328), Route carried "on" structure: City street , Year Built: 1979, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 120 (year 2009), Average Future Daily Traffic: 150 (year 2019), Features Intersected: W. BR. PERKIOMEN CREEK, Facility Carried by Structure: AIRPORT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), 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: 9.7m (31.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, 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, 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: October 2020, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 41635, Location: SOUTH OF HUFFS CHURCH (Lat: 40.429283, Lng: -75.627328), Route carried "on" structure: City street , Year Built: 1979, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 120 (year 2009), Average Future Daily Traffic: 150 (year 2019), Features Intersected: W. BR. PERKIOMEN CREEK, Facility Carried by Structure: AIRPORT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), 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: 9.7m (31.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, 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, 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: October 2020, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 45756, Location: 1.3 Mi E SR100 ADC 2803J8 (Lat: 40.388417, Lng: -75.574361), Route carried "on" structure: County highway , Year Built: 2009, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 79 (year 2019), Average Future Daily Traffic: 115 (year 2018), Design Load: HL 93, Features Intersected: W Branch Perkiomen Creek, Facility Carried by Structure: Himmelwright Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.4m (57.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 45756, Location: 1.3 Mi E SR100 ADC 2803J8 (Lat: 40.388417, Lng: -75.574361), Route carried "on" structure: County highway , Year Built: 2009, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 79 (year 2019), Average Future Daily Traffic: 115 (year 2018), Design Load: HL 93, Features Intersected: W Branch Perkiomen Creek, Facility Carried by Structure: Himmelwright Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.4m (57.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 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: 48665, Location: 0.4 MI.N. OF PASSMORE (Lat: 40.388153, Lng: -75.598883), Route carried "on" structure: State highway 100, Year Built: 2014, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 17,361 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 22,878 (year 2032), Design Load: HL 93, Features Intersected: W.BR.PERKIOMEN CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.985, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 17.4m (57.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 62.9 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 48665, Location: 0.4 MI.N. OF PASSMORE (Lat: 40.388153, Lng: -75.598883), Route carried "on" structure: State highway 100, Year Built: 2014, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 17,361 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 22,878 (year 2032), Design Load: HL 93, Features Intersected: W.BR.PERKIOMEN CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.985, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 17.4m (57.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 62.9 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2018, 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: 5578, Location: 2.2 MI. E. SR100 2804B8 (Lat: 40.388194, Lng: -75.554500), Route carried "on" structure: City street , Year Built: 2018, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 228 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 241 (year 2032), Design Load: HL 93, Features Intersected: PERKIOMEN CREEK, Facility Carried by Structure: PAPER MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Very good, Channel: Fair, Operating Rating: 47.6 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 35.0 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 5578, Location: 2.2 MI. E. SR100 2804B8 (Lat: 40.388194, Lng: -75.554500), Route carried "on" structure: City street , Year Built: 2018, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 228 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 241 (year 2032), Design Load: HL 93, Features Intersected: PERKIOMEN CREEK, Facility Carried by Structure: PAPER MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Very good, Channel: Fair, Operating Rating: 47.6 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 35.0 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 57277, Location: 1 MI. S. of BALLY (Lat: 40.385528, Lng: -75.587861), Route carried "on" structure: City street , Year Built: 2019, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 1,478 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 1,683 (year 2039), Design Load: HL 93, Features Intersected: W. Br. Perkiomen 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: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.9m (62.0ft), 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: 9.0m (29.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 43.7 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: 35.3 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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 57277, Location: 1 MI. S. of BALLY (Lat: 40.385528, Lng: -75.587861), Route carried "on" structure: City street , Year Built: 2019, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 1,478 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 1,683 (year 2039), Design Load: HL 93, Features Intersected: W. Br. Perkiomen 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: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.9m (62.0ft), 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: 9.0m (29.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 43.7 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: 35.3 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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 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: 67575, Location: 2.2 Mi E SR100 2803-K8 (Lat: 40.389869, Lng: -75.566094), Route carried "on" structure: City street , Year Built: 2020, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 30 (year 2020), Average Future Daily Traffic: 35 (year 2032), Design Load: HL 93, Features Intersected: W. BR. PERKIOMEN CREEK, Facility Carried by Structure: HENRY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Maintenance Responsibility: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Fair, Channel: Satisfactory, Operating Rating: 59.0 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: 45.7 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 67575, Location: 2.2 Mi E SR100 2803-K8 (Lat: 40.389869, Lng: -75.566094), Route carried "on" structure: City street , Year Built: 2020, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 30 (year 2020), Average Future Daily Traffic: 35 (year 2032), Design Load: HL 93, Features Intersected: W. BR. PERKIOMEN CREEK, Facility Carried by Structure: HENRY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Maintenance Responsibility: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Fair, Channel: Satisfactory, Operating Rating: 59.0 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: 45.7 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing