Bridge Statistics for Trumbauersville, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 14Number of bridges
- 118ft / 36.2mTotal length
- $4,038,000Total costs
- 217,318Total average daily traffic
- 31,210Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Trumbauersville
- No street view available for this location
- New bridges - historical statistics
- 1Before 1900
- 11900-1909
- 21930-1939
- 61950-1959
- 11970-1979
- 11980-1989
- 12010-2019
- 12020-2022
- Reconstructed bridges - Historical Statistics
- 11920-1929
- 01930-1939
- 01940-1949
- 01950-1959
- 01960-1969
- 01970-1979
- 01980-1989
- 01990-1999
- 12000-2009
- Bridge Condition - Deck
- 8.3%Excellent
- 8.3%Very good
- 8.3%Good
- 33.3%Satisfactory
- 41.7%Fair
- Bridge Condition - Superstructure
- 8.3%Excellent
- 8.3%Very good
- 16.7%Good
- 16.7%Satisfactory
- 33.3%Fair
- 16.7%Serious
- Bridge Condition - Substructure
- 8.3%Excellent
- 8.3%Very good
- 16.7%Good
- 16.7%Satisfactory
- 25.0%Fair
- 16.7%Poor
- 8.3%Serious
- Bridge Condition - Channel
- 9.1%Very good
- 27.3%Satisfactory
- 45.5%Fair
- 18.2%Poor
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Structure Number: 7401, Location: S.TRUMBAUERSVILLE 13E13 (Lat: 40.375086, Lng: -75.378325), Route carried "on" structure: State highway , Year Built: 1908, Year Reconstructed: 2011, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 3,853 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 4,612 (year 2032), Design Load: H 20, Features Intersected: RIDGE VALLEY CREEK, Facility Carried by Structure: ALLENTOWN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.533, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 5.9m (19.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, 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: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $28,000, Roadway Improvement Cost: $82,000, Total Project Cost: $376,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7401, Location: S.TRUMBAUERSVILLE 13E13 (Lat: 40.375086, Lng: -75.378325), Route carried "on" structure: State highway , Year Built: 1908, Year Reconstructed: 2011, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 3,853 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 4,612 (year 2032), Design Load: H 20, Features Intersected: RIDGE VALLEY CREEK, Facility Carried by Structure: ALLENTOWN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.533, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 5.9m (19.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, 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: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $28,000, Roadway Improvement Cost: $82,000, Total Project Cost: $376,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 7403, Location: 1MI.N.TRUMBAUERSV. 13B05 (Lat: 40.419828, Lng: -75.395314), Route carried "on" structure: State highway , Year Built: 1951, Status: Posted for load, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 3,030 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 3,818 (year 2032), Design Load: HS 20, Features Intersected: BR OF UNAMI CREEK/2806G3, Facility Carried by Structure: ALLENTOWN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.808, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Fair, Superstructure: Serious, Substructure: Fair, Channel: Poor, Operating Rating: 20.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 12.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: September 2021, Other Special Inspection Date: September 2021, Bridge Improvement Cost: $3,000, Roadway Improvement Cost: $10,000, Total Project Cost: $45,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7403, Location: 1MI.N.TRUMBAUERSV. 13B05 (Lat: 40.419828, Lng: -75.395314), Route carried "on" structure: State highway , Year Built: 1951, Status: Posted for load, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 3,030 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 3,818 (year 2032), Design Load: HS 20, Features Intersected: BR OF UNAMI CREEK/2806G3, Facility Carried by Structure: ALLENTOWN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.808, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Fair, Superstructure: Serious, Substructure: Fair, Channel: Poor, Operating Rating: 20.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 12.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: September 2021, Other Special Inspection Date: September 2021, Bridge Improvement Cost: $3,000, Roadway Improvement Cost: $10,000, Total Project Cost: $45,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7496, Location: 3 MI SE SR663 ADC 2806-D8 (Lat: 40.392989, Lng: -75.416589), Route carried "on" structure: City street , Year Built: 1891, Year Reconstructed: 1934, Status: Closed, Structure Length: 3.63m (11.91ft), Average Daily Traffic: 100 (year 1998), Average Future Daily Traffic: 115 (year 2015), Features Intersected: UNAMI CREEK, Facility Carried by Structure: NURSERY ROAD
Minimum Vertical Clearance: 2.59m (8.50ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 35.4m (116.1ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 4.8m (15.7ft)
Condition: Deck: Satisfactory, Superstructure: Serious, Substructure: Serious, Channel: Fair, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 4.50m (14.76ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2020, Critical Feature Inspection Date: July 2020, Bridge Improvement Cost: $82,000, Roadway Improvement Cost: $242,000, Total Project Cost: $1,109,000, Deck Structure Type: Open Grating
Structure Number: 7496, Location: 3 MI SE SR663 ADC 2806-D8 (Lat: 40.392989, Lng: -75.416589), Route carried "on" structure: City street , Year Built: 1891, Year Reconstructed: 1934, Status: Closed, Structure Length: 3.63m (11.91ft), Average Daily Traffic: 100 (year 1998), Average Future Daily Traffic: 115 (year 2015), Features Intersected: UNAMI CREEK, Facility Carried by Structure: NURSERY ROAD
Minimum Vertical Clearance: 2.59m (8.50ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 35.4m (116.1ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 4.8m (15.7ft)
Condition: Deck: Satisfactory, Superstructure: Serious, Substructure: Serious, Channel: Fair, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 4.50m (14.76ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2020, Critical Feature Inspection Date: July 2020, Bridge Improvement Cost: $82,000, Roadway Improvement Cost: $242,000, Total Project Cost: $1,109,000, Deck Structure Type: Open Grating
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Structure Number: 7497, Location: 0.5 Mi W SR4027, 2918-H1 (Lat: 40.374297, Lng: -75.390100), Route carried "on" structure: City street , Year Built: 1936, Status: Posted for load, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 100 (year 1998), Truck Traffic: 3%, Average Future Daily Traffic: 140 (year 2011), Features Intersected: RIDGE VALLEY CREEK, Facility Carried by Structure: ROCKY DALE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Skew: 2 degrees, 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: 5.5m (18.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Poor, Channel: Poor, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: July 2020, Other Special Inspection Date: July 2021, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $14,000, Total Project Cost: $64,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 7497, Location: 0.5 Mi W SR4027, 2918-H1 (Lat: 40.374297, Lng: -75.390100), Route carried "on" structure: City street , Year Built: 1936, Status: Posted for load, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 100 (year 1998), Truck Traffic: 3%, Average Future Daily Traffic: 140 (year 2011), Features Intersected: RIDGE VALLEY CREEK, Facility Carried by Structure: ROCKY DALE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Skew: 2 degrees, 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: 5.5m (18.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Poor, Channel: Poor, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: July 2020, Other Special Inspection Date: July 2021, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $14,000, Total Project Cost: $64,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 7574, Location: 0.6 Mi W SR4027 2918-H1 (Lat: 40.373886, Lng: -75.391419), Route carried "on" structure: City street , Year Built: 1989, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 135 (year 2010), Average Future Daily Traffic: 185 (year 2030), Design Load: HS 25 or greater, Features Intersected: RIDGE VALLEY CREEK, Facility Carried by Structure: UPPER ROCKY DALE
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: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Fair, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.80m (2.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $18,000, Roadway Improvement Cost: $54,000, Total Project Cost: $246,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7574, Location: 0.6 Mi W SR4027 2918-H1 (Lat: 40.373886, Lng: -75.391419), Route carried "on" structure: City street , Year Built: 1989, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 135 (year 2010), Average Future Daily Traffic: 185 (year 2030), Design Load: HS 25 or greater, Features Intersected: RIDGE VALLEY CREEK, Facility Carried by Structure: UPPER ROCKY DALE
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: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Fair, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.80m (2.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $18,000, Roadway Improvement Cost: $54,000, Total Project Cost: $246,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7575, Location: 2.3 Mi W PA-309 2807-A8 (Lat: 40.391569, Lng: -75.371300), Route carried "on" structure: City street , Year Built: 1933, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 100 (year 1998), Truck Traffic: 5%, Average Future Daily Traffic: 140 (year 2015), Design Load: HS 20, Features Intersected: Butter Creek, Facility Carried by Structure: Butter Creek Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Poor, Channel: Fair, Operating Rating: 42.6 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: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to 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: May 2020, Other Special Inspection Date: May 2021, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $15,000, Total Project Cost: $70,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7575, Location: 2.3 Mi W PA-309 2807-A8 (Lat: 40.391569, Lng: -75.371300), Route carried "on" structure: City street , Year Built: 1933, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 100 (year 1998), Truck Traffic: 5%, Average Future Daily Traffic: 140 (year 2015), Design Load: HS 20, Features Intersected: Butter Creek, Facility Carried by Structure: Butter Creek Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Poor, Channel: Fair, Operating Rating: 42.6 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: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to 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: May 2020, Other Special Inspection Date: May 2021, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $15,000, Total Project Cost: $70,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7637, Location: .5 Mi S.Tollgate 2807-D5 (Lat: 40.409100, Lng: -75.354397), Route carried "on" structure: City street , Year Built: 1974, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 400 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 500 (year 2038), Design Load: HS 15, Features Intersected: MORGAN CREEK, Facility Carried by Structure: SCHOLL'S SCHOOL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.20m (3.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7637, Location: .5 Mi S.Tollgate 2807-D5 (Lat: 40.409100, Lng: -75.354397), Route carried "on" structure: City street , Year Built: 1974, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 400 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 500 (year 2038), Design Load: HS 15, Features Intersected: MORGAN CREEK, Facility Carried by Structure: SCHOLL'S SCHOOL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.20m (3.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 77, Location: N OF TELFORD,NEAR CO LINE (Lat: 40.369725, Lng: -75.401192), Route carried "on" structure: Interstate 476, Year Built: 1955, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 50,307 (year 2004), Truck Traffic: 15%, Average Future Daily Traffic: 78,780 (year 2030), Design Load: HS 20, Features Intersected: RIDGE VALLEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 21.3m (69.9ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 21.3m (69.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 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: 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, Underwater Inspection Frequency: Every 48 months, Inspection Date: September 2019, Underwater Inspection Date: October 2018, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $29,000, Total Project Cost: $134,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 77, Location: N OF TELFORD,NEAR CO LINE (Lat: 40.369725, Lng: -75.401192), Route carried "on" structure: Interstate 476, Year Built: 1955, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 50,307 (year 2004), Truck Traffic: 15%, Average Future Daily Traffic: 78,780 (year 2030), Design Load: HS 20, Features Intersected: RIDGE VALLEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 21.3m (69.9ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 21.3m (69.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 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: 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, Underwater Inspection Frequency: Every 48 months, Inspection Date: September 2019, Underwater Inspection Date: October 2018, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $29,000, Total Project Cost: $134,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 7701, Location: WEST OF TRUMBAUERSVILLE (Lat: 40.385369, Lng: -75.409514), Route carried "on" structure: State highway , Year Built: 1955, Status: Closed, Structure Length: 5.00m (16.40ft), Average Daily Traffic: 3,479 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 4,623 (year 2030), Design Load: HS 20, Features Intersected: PA TPK (I-476), Facility Carried by Structure: SR 4033, LR09106
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.180, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.8m (87.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.20m (20.34ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2019, 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: Bituminous
Structure Number: 7701, Location: WEST OF TRUMBAUERSVILLE (Lat: 40.385369, Lng: -75.409514), Route carried "on" structure: State highway , Year Built: 1955, Status: Closed, Structure Length: 5.00m (16.40ft), Average Daily Traffic: 3,479 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 4,623 (year 2030), Design Load: HS 20, Features Intersected: PA TPK (I-476), Facility Carried by Structure: SR 4033, LR09106
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.180, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.8m (87.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.20m (20.34ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2019, 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: Bituminous
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Structure Number: 7702, Location: UNAMI CREEK BRIDGE (Lat: 40.394517, Lng: -75.410969), Route carried "on" structure: Interstate 476, Year Built: 1955, Status: Open, Structure Length: 9.91m (32.51ft), Average Daily Traffic: 50,307 (year 2004), Truck Traffic: 15%, Average Future Daily Traffic: 78,780 (year 2030), Design Load: HS 20, Features Intersected: UNAMI CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 21.9m (71.9ft), Skew: 33 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 37.5m (123.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.90m (35.76ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $132,000, Roadway Improvement Cost: $388,000, Total Project Cost: $1,779,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 7702, Location: UNAMI CREEK BRIDGE (Lat: 40.394517, Lng: -75.410969), Route carried "on" structure: Interstate 476, Year Built: 1955, Status: Open, Structure Length: 9.91m (32.51ft), Average Daily Traffic: 50,307 (year 2004), Truck Traffic: 15%, Average Future Daily Traffic: 78,780 (year 2030), Design Load: HS 20, Features Intersected: UNAMI CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 21.9m (71.9ft), Skew: 33 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 37.5m (123.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.90m (35.76ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $132,000, Roadway Improvement Cost: $388,000, Total Project Cost: $1,779,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 7704, Location: WEST OF TRUMBAUERSVILLE (Lat: 40.410172, Lng: -75.413522), Route carried "on" structure: Interstate 476, Year Built: 1955, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 50,307 (year 2004), Truck Traffic: 15%, Average Future Daily Traffic: 78,982 (year 2030), Design Load: HS 20, Features Intersected: SCHMOUTS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 20.7m (67.9ft), Skew: 34 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 18.7m (61.4ft), Out-to-Out Width: 21.0m (68.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 45.4 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.40m (7.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 7704, Location: WEST OF TRUMBAUERSVILLE (Lat: 40.410172, Lng: -75.413522), Route carried "on" structure: Interstate 476, Year Built: 1955, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 50,307 (year 2004), Truck Traffic: 15%, Average Future Daily Traffic: 78,982 (year 2030), Design Load: HS 20, Features Intersected: SCHMOUTS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 20.7m (67.9ft), Skew: 34 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 18.7m (61.4ft), Out-to-Out Width: 21.0m (68.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 45.4 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.40m (7.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 54781, Location: 3.5 MI. N. PA563 2806E07 (Lat: 40.396278, Lng: -75.411250), Route carried "on" structure: State highway , Year Built: 2017, Status: Open, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 1,414 (year 2022), Truck Traffic: 6%, Average Future Daily Traffic: 1,922 (year 2030), Design Load: HL 93, Features Intersected: PA TPK (TOLL 476), Facility Carried by Structure: TRUMBAUERSVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.351, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 42.7m (140.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 53.5 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: 41.1 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, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 54781, Location: 3.5 MI. N. PA563 2806E07 (Lat: 40.396278, Lng: -75.411250), Route carried "on" structure: State highway , Year Built: 2017, Status: Open, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 1,414 (year 2022), Truck Traffic: 6%, Average Future Daily Traffic: 1,922 (year 2030), Design Load: HL 93, Features Intersected: PA TPK (TOLL 476), Facility Carried by Structure: TRUMBAUERSVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.351, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 42.7m (140.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 53.5 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: 41.1 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, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 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: 67856, Location: FINLAND;MILFORD 12J11 (Lat: 40.385061, Lng: -75.418333), Route carried "on" structure: State highway , Year Built: 2020, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 3,479 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 3,295 (year 2032), Design Load: HL 93, Features Intersected: UNAMI CREEK, Facility Carried by Structure: UPPER RIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.017, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Fair, Operating Rating: 49.9 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: 38.6 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 67856, Location: FINLAND;MILFORD 12J11 (Lat: 40.385061, Lng: -75.418333), Route carried "on" structure: State highway , Year Built: 2020, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 3,479 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 3,295 (year 2032), Design Load: HL 93, Features Intersected: UNAMI CREEK, Facility Carried by Structure: UPPER RIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.017, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Fair, Operating Rating: 49.9 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: 38.6 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 7701, Location: WEST OF TRUMBAUERSVILLE (Lat: 40.385369, Lng: -75.409514), Route carried "under" structure: Interstate 476, Year Built: 1955, Structure Length: 0. m, Average Daily Traffic: 50,307 (year 2004), Truck Traffic: 15%, Features Intersected: PA TPK (I-476), Facility Carried by Structure: SR 4033, LR09106
Minimum Vertical Clearance: 4.66m (15.29ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.8m (87.9ft)
Structure Number: 7701, Location: WEST OF TRUMBAUERSVILLE (Lat: 40.385369, Lng: -75.409514), Route carried "under" structure: Interstate 476, Year Built: 1955, Structure Length: 0. m, Average Daily Traffic: 50,307 (year 2004), Truck Traffic: 15%, Features Intersected: PA TPK (I-476), Facility Carried by Structure: SR 4033, LR09106
Minimum Vertical Clearance: 4.66m (15.29ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.8m (87.9ft)