Bridge Statistics for Mountain Top, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 46Number of bridges
- 259ft / 78.5mTotal length
- $5,982,000Total costs
- 286,006Total average daily traffic
- 75,489Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Mountain Top
- No street view available for this location
- New bridges - historical statistics
- 1Before 1900
- 51920-1929
- 41930-1939
- 11940-1949
- 21950-1959
- 231960-1969
- 21980-1989
- 31990-1999
- 52010-2019
- Reconstructed bridges - Historical Statistics
- 11940-1949
- 21950-1959
- 01960-1969
- 51970-1979
- 41980-1989
- 01990-1999
- 32000-2009
- 22010-2019
- Bridge Condition - Deck
- 3.4%Very good
- 27.6%Good
- 31.0%Satisfactory
- 24.1%Fair
- 13.8%Poor
- Bridge Condition - Superstructure
- 3.3%Excellent
- 10.0%Very good
- 20.0%Good
- 16.7%Satisfactory
- 36.7%Fair
- 10.0%Poor
- 3.3%Serious
- Bridge Condition - Substructure
- 3.3%Very good
- 13.3%Good
- 30.0%Satisfactory
- 40.0%Fair
- 13.3%Poor
- Bridge Condition - Channel
- 3.8%Very good
- 38.5%Good
- 23.1%Satisfactory
- 23.1%Fair
- 11.5%Poor
- Bridge Condition - Culverts
- 16.7%Good
- 33.3%Fair
- 33.3%Poor
- 16.7%Serious
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Structure Number: 23706, Location: DORRANCE TWP OVER SR 3007 (Lat: 41.082569, Lng: -75.963486), Route carried "on" structure: Interstate 81, Year Built: 1965, Year Reconstructed: 1982, Status: Open, Structure Length: 3.63m (11.91ft), Average Daily Traffic: 19,175 (year 2021), Truck Traffic: 32%, Average Future Daily Traffic: 30,064 (year 2032), Design Load: HS 20+Mod, Features Intersected: SR 3007 @ EXIT 155
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.834, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.60m (11.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $38,000, Roadway Improvement Cost: $112,000, Total Project Cost: $513,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 23706, Location: DORRANCE TWP OVER SR 3007 (Lat: 41.082569, Lng: -75.963486), Route carried "on" structure: Interstate 81, Year Built: 1965, Year Reconstructed: 1982, Status: Open, Structure Length: 3.63m (11.91ft), Average Daily Traffic: 19,175 (year 2021), Truck Traffic: 32%, Average Future Daily Traffic: 30,064 (year 2032), Design Load: HS 20+Mod, Features Intersected: SR 3007 @ EXIT 155
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.834, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.60m (11.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $38,000, Roadway Improvement Cost: $112,000, Total Project Cost: $513,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 23712, Location: DORRANCE TWP OVER SR 3010 (Lat: 41.108703, Lng: -75.960489), Route carried "on" structure: Interstate 81, Year Built: 1965, Year Reconstructed: 1982, Status: Open, Structure Length: 3.57m (11.71ft), Average Daily Traffic: 19,175 (year 2021), Truck Traffic: 32%, Average Future Daily Traffic: 30,064 (year 2032), Design Load: HS 20+Mod, Features Intersected: SR 3010
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.040, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 12 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, 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: 12.4m (40.7ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.60m (11.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $36,000, Roadway Improvement Cost: $106,000, Total Project Cost: $486,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 23712, Location: DORRANCE TWP OVER SR 3010 (Lat: 41.108703, Lng: -75.960489), Route carried "on" structure: Interstate 81, Year Built: 1965, Year Reconstructed: 1982, Status: Open, Structure Length: 3.57m (11.71ft), Average Daily Traffic: 19,175 (year 2021), Truck Traffic: 32%, Average Future Daily Traffic: 30,064 (year 2032), Design Load: HS 20+Mod, Features Intersected: SR 3010
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.040, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 12 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, 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: 12.4m (40.7ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.60m (11.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $36,000, Roadway Improvement Cost: $106,000, Total Project Cost: $486,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 23713, Location: DORRANCE TWP .2M N SR3010 (Lat: 41.112458, Lng: -75.960767), Route carried "on" structure: Interstate 81, Year Built: 1965, Year Reconstructed: 1982, Status: Open, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 19,175 (year 2021), Truck Traffic: 32%, Average Future Daily Traffic: 30,064 (year 2032), Design Load: HS 20+Mod, Features Intersected: BIG WAPWALLOPEN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.040, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 77.1 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.40m (14.44ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 23713, Location: DORRANCE TWP .2M N SR3010 (Lat: 41.112458, Lng: -75.960767), Route carried "on" structure: Interstate 81, Year Built: 1965, Year Reconstructed: 1982, Status: Open, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 19,175 (year 2021), Truck Traffic: 32%, Average Future Daily Traffic: 30,064 (year 2032), Design Load: HS 20+Mod, Features Intersected: BIG WAPWALLOPEN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.040, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 77.1 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.40m (14.44ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 23714, Location: DORRANCE TWP OVER SR 3010 (Lat: 41.108378, Lng: -75.961289), Route carried "on" structure: Interstate 81, Year Built: 1965, Year Reconstructed: 1982, Status: Open, Structure Length: 3.60m (11.81ft), Average Daily Traffic: 18,874 (year 2021), Truck Traffic: 32%, Average Future Daily Traffic: 28,779 (year 2032), Design Load: HS 20+Mod, Features Intersected: SR 3010
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.966, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 12 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, 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: 12.5m (41.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.50m (11.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $22,000, Roadway Improvement Cost: $100,000, Total Project Cost: $296,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 23714, Location: DORRANCE TWP OVER SR 3010 (Lat: 41.108378, Lng: -75.961289), Route carried "on" structure: Interstate 81, Year Built: 1965, Year Reconstructed: 1982, Status: Open, Structure Length: 3.60m (11.81ft), Average Daily Traffic: 18,874 (year 2021), Truck Traffic: 32%, Average Future Daily Traffic: 28,779 (year 2032), Design Load: HS 20+Mod, Features Intersected: SR 3010
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.966, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 12 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, 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: 12.5m (41.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.50m (11.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $22,000, Roadway Improvement Cost: $100,000, Total Project Cost: $296,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 23715, Location: DORRANCE TWP .2M N SR3010 (Lat: 41.112058, Lng: -75.961553), Route carried "on" structure: Interstate 81, Year Built: 1965, Year Reconstructed: 2010, Status: Open, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 18,874 (year 2021), Truck Traffic: 32%, Average Future Daily Traffic: 28,779 (year 2032), Design Load: HS 20+Mod, Features Intersected: BIG WAPWALLOPEN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.966, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.0m (45.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 81.6 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.40m (14.44ft), 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: $38,000, Roadway Improvement Cost: $112,000, Total Project Cost: $513,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 23715, Location: DORRANCE TWP .2M N SR3010 (Lat: 41.112058, Lng: -75.961553), Route carried "on" structure: Interstate 81, Year Built: 1965, Year Reconstructed: 2010, Status: Open, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 18,874 (year 2021), Truck Traffic: 32%, Average Future Daily Traffic: 28,779 (year 2032), Design Load: HS 20+Mod, Features Intersected: BIG WAPWALLOPEN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.966, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.0m (45.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 81.6 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.40m (14.44ft), 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: $38,000, Roadway Improvement Cost: $112,000, Total Project Cost: $513,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 23716, Location: RICE TWP 2 M S SR 2042 (Lat: 41.121442, Lng: -75.962144), Route carried "on" structure: State highway , Year Built: 1965, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 449 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 714 (year 2032), Design Load: HS 20+Mod, Features Intersected: SR 0081 I-81 NB, Facility Carried by Structure: SR 3102 TWP RD 399
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.043, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 67.1 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: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.50m (18.04ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 23716, Location: RICE TWP 2 M S SR 2042 (Lat: 41.121442, Lng: -75.962144), Route carried "on" structure: State highway , Year Built: 1965, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 449 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 714 (year 2032), Design Load: HS 20+Mod, Features Intersected: SR 0081 I-81 NB, Facility Carried by Structure: SR 3102 TWP RD 399
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.043, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 67.1 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: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.50m (18.04ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 23717, Location: RICE TWP 2 M S SR 2042 (Lat: 41.121775, Lng: -75.961508), Route carried "on" structure: State highway , Year Built: 1965, Status: Open, Structure Length: 4.42m (14.50ft), Average Daily Traffic: 449 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 714 (year 2032), Design Load: HS 20, Features Intersected: SR 0081 I-81 SB, Facility Carried by Structure: SR 3102 TWP RD 399
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.1m (65.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 97.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.40m (14.44ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 23717, Location: RICE TWP 2 M S SR 2042 (Lat: 41.121775, Lng: -75.961508), Route carried "on" structure: State highway , Year Built: 1965, Status: Open, Structure Length: 4.42m (14.50ft), Average Daily Traffic: 449 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 714 (year 2032), Design Load: HS 20, Features Intersected: SR 0081 I-81 SB, Facility Carried by Structure: SR 3102 TWP RD 399
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.1m (65.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 97.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.40m (14.44ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 23721, Location: RICE TWP .9 M S SR 2042 (Lat: 41.135069, Lng: -75.962442), Route carried "on" structure: Interstate 81, Year Built: 1965, Year Reconstructed: 1981, Status: Open, Structure Length: 5.64m (18.50ft), Average Daily Traffic: 19,175 (year 2021), Truck Traffic: 32%, Average Future Daily Traffic: 30,064 (year 2032), Design Load: HS 20+Mod, Features Intersected: LITTLE WAPWALLOPEN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.451, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 12 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.2m (63.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.60m (18.37ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 23721, Location: RICE TWP .9 M S SR 2042 (Lat: 41.135069, Lng: -75.962442), Route carried "on" structure: Interstate 81, Year Built: 1965, Year Reconstructed: 1981, Status: Open, Structure Length: 5.64m (18.50ft), Average Daily Traffic: 19,175 (year 2021), Truck Traffic: 32%, Average Future Daily Traffic: 30,064 (year 2032), Design Load: HS 20+Mod, Features Intersected: LITTLE WAPWALLOPEN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.451, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 12 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.2m (63.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.60m (18.37ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 23722, Location: RICE TWP 1 M S SR 2042 (Lat: 41.134256, Lng: -75.963206), Route carried "on" structure: Interstate 81, Year Built: 1965, Year Reconstructed: 2009, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 18,874 (year 2021), Truck Traffic: 32%, Average Future Daily Traffic: 28,779 (year 2032), Design Load: HS 20+Mod, Features Intersected: BLYTHEBURN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.414, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 16.0m (52.5ft), Out-to-Out Width: 17.2m (56.4ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.30m (14.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 23722, Location: RICE TWP 1 M S SR 2042 (Lat: 41.134256, Lng: -75.963206), Route carried "on" structure: Interstate 81, Year Built: 1965, Year Reconstructed: 2009, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 18,874 (year 2021), Truck Traffic: 32%, Average Future Daily Traffic: 28,779 (year 2032), Design Load: HS 20+Mod, Features Intersected: BLYTHEBURN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.414, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 16.0m (52.5ft), Out-to-Out Width: 17.2m (56.4ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.30m (14.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 23723, Location: RICE TWP .9 M S SR 2042 (Lat: 41.135175, Lng: -75.963264), Route carried "on" structure: Interstate 81, Year Built: 1964, Year Reconstructed: 1987, Status: Open, Structure Length: 4.94m (16.21ft), Average Daily Traffic: 18,874 (year 2021), Truck Traffic: 32%, Average Future Daily Traffic: 28,779 (year 2032), Design Load: HS 20+Mod, Features Intersected: LITTLE WAPWALLOPEN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.414, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 12 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 16.0m (52.5ft), Out-to-Out Width: 17.4m (57.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.90m (16.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $53,000, Roadway Improvement Cost: $155,000, Total Project Cost: $711,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 23723, Location: RICE TWP .9 M S SR 2042 (Lat: 41.135175, Lng: -75.963264), Route carried "on" structure: Interstate 81, Year Built: 1964, Year Reconstructed: 1987, Status: Open, Structure Length: 4.94m (16.21ft), Average Daily Traffic: 18,874 (year 2021), Truck Traffic: 32%, Average Future Daily Traffic: 28,779 (year 2032), Design Load: HS 20+Mod, Features Intersected: LITTLE WAPWALLOPEN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.414, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 12 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 16.0m (52.5ft), Out-to-Out Width: 17.4m (57.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.90m (16.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $53,000, Roadway Improvement Cost: $155,000, Total Project Cost: $711,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 23855, Location: WRIGHT TP 2.2 M S SR 2045 (Lat: 41.124697, Lng: -75.908028), Route carried "on" structure: State highway 309, Year Built: 1929, Year Reconstructed: 1954, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 9,979 (year 2022), Truck Traffic: 8%, Average Future Daily Traffic: 11,400 (year 2032), Features Intersected: WAPWALLOPEN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.631, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $24,000, Roadway Improvement Cost: $151,000, Total Project Cost: $319,000
Structure Number: 23855, Location: WRIGHT TP 2.2 M S SR 2045 (Lat: 41.124697, Lng: -75.908028), Route carried "on" structure: State highway 309, Year Built: 1929, Year Reconstructed: 1954, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 9,979 (year 2022), Truck Traffic: 8%, Average Future Daily Traffic: 11,400 (year 2032), Features Intersected: WAPWALLOPEN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.631, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $24,000, Roadway Improvement Cost: $151,000, Total Project Cost: $319,000
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Structure Number: 23857, Location: WRIGHT TWP .7 M S SR 2045 (Lat: 41.148322, Lng: -75.897053), Route carried "on" structure: State highway 309, Year Built: 1929, Year Reconstructed: 2014, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 13,998 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 16,504 (year 2032), Design Load: HS 20, Features Intersected: BOW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.232, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 16.4m (53.8ft), Out-to-Out Width: 17.2m (56.4ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Poor, Channel: Poor, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.80m (2.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $21,000, Roadway Improvement Cost: $100,000, Total Project Cost: $285,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 23857, Location: WRIGHT TWP .7 M S SR 2045 (Lat: 41.148322, Lng: -75.897053), Route carried "on" structure: State highway 309, Year Built: 1929, Year Reconstructed: 2014, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 13,998 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 16,504 (year 2032), Design Load: HS 20, Features Intersected: BOW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.232, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 16.4m (53.8ft), Out-to-Out Width: 17.2m (56.4ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Poor, Channel: Poor, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.80m (2.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $21,000, Roadway Improvement Cost: $100,000, Total Project Cost: $285,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 23944, Location: FAIRVIEW TWP .1M E TR 309 (Lat: 41.174597, Lng: -75.879900), Route carried "on" structure: State highway 437, Year Built: 1927, Year Reconstructed: 1989, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 3,797 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 4,126 (year 2032), Design Load: H 20, Features Intersected: READING,BLUMNT&NORTHERN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.961, Lanes on structure: 2, Owner: Railroad, Approaching Roadway Width: 8.2m (26.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.6m (84.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 3.40m (11.15ft), 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: 23944, Location: FAIRVIEW TWP .1M E TR 309 (Lat: 41.174597, Lng: -75.879900), Route carried "on" structure: State highway 437, Year Built: 1927, Year Reconstructed: 1989, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 3,797 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 4,126 (year 2032), Design Load: H 20, Features Intersected: READING,BLUMNT&NORTHERN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.961, Lanes on structure: 2, Owner: Railroad, Approaching Roadway Width: 8.2m (26.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.6m (84.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 3.40m (11.15ft), 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
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Structure Number: 24146, Location: RICE TWP OVER I-81 SB (Lat: 41.146906, Lng: -75.963694), Route carried "on" structure: State highway , Year Built: 1964, Year Reconstructed: 1993, Status: Open, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 4,796 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 5,963 (year 2032), Design Load: HS 20+Mod, Features Intersected: SR 0081 I-81 SB EXIT 159, Facility Carried by Structure: SR 2042
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.332, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.7m (58.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.40m (14.44ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $17,000, Roadway Improvement Cost: $100,000, Total Project Cost: $226,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 24146, Location: RICE TWP OVER I-81 SB (Lat: 41.146906, Lng: -75.963694), Route carried "on" structure: State highway , Year Built: 1964, Year Reconstructed: 1993, Status: Open, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 4,796 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 5,963 (year 2032), Design Load: HS 20+Mod, Features Intersected: SR 0081 I-81 SB EXIT 159, Facility Carried by Structure: SR 2042
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.332, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.7m (58.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.40m (14.44ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $17,000, Roadway Improvement Cost: $100,000, Total Project Cost: $226,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 24147, Location: RICE TWP OVER I-81 NB (Lat: 41.146964, Lng: -75.962517), Route carried "on" structure: State highway , Year Built: 1964, Year Reconstructed: 1993, Status: Open, Structure Length: 4.36m (14.30ft), Average Daily Traffic: 4,796 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 5,963 (year 2032), Design Load: HS 20+Mod, Features Intersected: SR 0081 I-81 NB EXIT 159, Facility Carried by Structure: SR 2042
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.332, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.40m (14.44ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $47,000, Roadway Improvement Cost: $138,000, Total Project Cost: $633,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 24147, Location: RICE TWP OVER I-81 NB (Lat: 41.146964, Lng: -75.962517), Route carried "on" structure: State highway , Year Built: 1964, Year Reconstructed: 1993, Status: Open, Structure Length: 4.36m (14.30ft), Average Daily Traffic: 4,796 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 5,963 (year 2032), Design Load: HS 20+Mod, Features Intersected: SR 0081 I-81 NB EXIT 159, Facility Carried by Structure: SR 2042
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.332, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.40m (14.44ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $47,000, Roadway Improvement Cost: $138,000, Total Project Cost: $633,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 24148, Location: RICE TWP .1 M N SR 2047 (Lat: 41.148344, Lng: -75.959006), Route carried "on" structure: State highway , Year Built: 1953, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 2,071 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 3,559 (year 2032), Design Load: HS 20, Features Intersected: NUANGOLA LAKE OUTLET, Facility Carried by Structure: SR 2042 NUANGLA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.208, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.60m (1.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $14,000, Roadway Improvement Cost: $100,000, Total Project Cost: $189,000, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 24148, Location: RICE TWP .1 M N SR 2047 (Lat: 41.148344, Lng: -75.959006), Route carried "on" structure: State highway , Year Built: 1953, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 2,071 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 3,559 (year 2032), Design Load: HS 20, Features Intersected: NUANGOLA LAKE OUTLET, Facility Carried by Structure: SR 2042 NUANGLA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.208, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.60m (1.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $14,000, Roadway Improvement Cost: $100,000, Total Project Cost: $189,000, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 24184, Location: CONGHAM TWP .3M S SR 3006 (Lat: 41.129694, Lng: -76.077833), Route carried "on" structure: State highway , Year Built: 1956, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 77 (year 2022), Truck Traffic: 14%, Average Future Daily Traffic: 158 (year 2033), Design Load: HS 20, Features Intersected: BRANCH OF POND CREEK, Facility Carried by Structure: SR 3005
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.242, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $26,000, Roadway Improvement Cost: $164,000, Total Project Cost: $348,000, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 24184, Location: CONGHAM TWP .3M S SR 3006 (Lat: 41.129694, Lng: -76.077833), Route carried "on" structure: State highway , Year Built: 1956, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 77 (year 2022), Truck Traffic: 14%, Average Future Daily Traffic: 158 (year 2033), Design Load: HS 20, Features Intersected: BRANCH OF POND CREEK, Facility Carried by Structure: SR 3005
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.242, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $26,000, Roadway Improvement Cost: $164,000, Total Project Cost: $348,000, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 24188, Location: SLOCUM TWP .4 M W SR 3007 (Lat: 41.151736, Lng: -76.028544), Route carried "on" structure: State highway , Year Built: 1966, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 864 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 1,176 (year 2032), Design Load: HS 20, Features Intersected: BRANCH OF POND CREEK, Facility Carried by Structure: SR 3006
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.675, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft)
Condition: Channel: Satisfactory, Culverts: 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: January 2021, Other Special Inspection Date: January 2021
Structure Number: 24188, Location: SLOCUM TWP .4 M W SR 3007 (Lat: 41.151736, Lng: -76.028544), Route carried "on" structure: State highway , Year Built: 1966, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 864 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 1,176 (year 2032), Design Load: HS 20, Features Intersected: BRANCH OF POND CREEK, Facility Carried by Structure: SR 3006
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.675, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft)
Condition: Channel: Satisfactory, Culverts: 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: January 2021, Other Special Inspection Date: January 2021
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Structure Number: 24192, Location: DORRANCE TWP 1M S SR 2042 (Lat: 41.119544, Lng: -76.009944), Route carried "on" structure: State highway , Year Built: 1988, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 583 (year 2022), Truck Traffic: 10%, Average Future Daily Traffic: 1,045 (year 2033), Design Load: HS 25 or greater, Features Intersected: LITTLE WAPWALLOPEN CREEK, Facility Carried by Structure: SR 3007
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.047, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 98.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.60m (8.53ft), Designated Inspection Frequency: Every 48 months, Inspection Date: January 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 24192, Location: DORRANCE TWP 1M S SR 2042 (Lat: 41.119544, Lng: -76.009944), Route carried "on" structure: State highway , Year Built: 1988, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 583 (year 2022), Truck Traffic: 10%, Average Future Daily Traffic: 1,045 (year 2033), Design Load: HS 25 or greater, Features Intersected: LITTLE WAPWALLOPEN CREEK, Facility Carried by Structure: SR 3007
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.047, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 98.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.60m (8.53ft), Designated Inspection Frequency: Every 48 months, Inspection Date: January 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: 24199, Location: DORRANCE TWP 2M E SR 3007 (Lat: 41.106128, Lng: -75.967169), Route carried "on" structure: State highway , Year Built: 1925, Year Reconstructed: 1963, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 1,161 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 1,480 (year 2032), Design Load: HS 20, Features Intersected: WAPWALLOPEN CREEK, Facility Carried by Structure: SR 3010 ALBERDEEN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.307, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Poor, Channel: Poor, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, 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: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $14,000, Roadway Improvement Cost: $100,000, Total Project Cost: $186,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 24199, Location: DORRANCE TWP 2M E SR 3007 (Lat: 41.106128, Lng: -75.967169), Route carried "on" structure: State highway , Year Built: 1925, Year Reconstructed: 1963, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 1,161 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 1,480 (year 2032), Design Load: HS 20, Features Intersected: WAPWALLOPEN CREEK, Facility Carried by Structure: SR 3010 ALBERDEEN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.307, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Poor, Channel: Poor, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, 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: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $14,000, Roadway Improvement Cost: $100,000, Total Project Cost: $186,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 242, Location: DORRANCE TP 2.3M E SR3007 (Lat: 41.108144, Lng: -75.961847), Route carried "on" structure: State highway , Year Built: 1935, Year Reconstructed: 1962, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 1,161 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 1,480 (year 2032), Design Load: HS 20, Features Intersected: BRANCH WAPWALLOPEN CREEK, Facility Carried by Structure: SR 3010 ALBERDEEN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.307, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Superstructure: Fair, Substructure: Poor, Channel: Poor, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.60m (1.97ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: March 2021, Other Special Inspection Date: September 2021, Bridge Improvement Cost: $13,000, Roadway Improvement Cost: $100,000, Total Project Cost: $180,000
Structure Number: 242, Location: DORRANCE TP 2.3M E SR3007 (Lat: 41.108144, Lng: -75.961847), Route carried "on" structure: State highway , Year Built: 1935, Year Reconstructed: 1962, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 1,161 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 1,480 (year 2032), Design Load: HS 20, Features Intersected: BRANCH WAPWALLOPEN CREEK, Facility Carried by Structure: SR 3010 ALBERDEEN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.307, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Superstructure: Fair, Substructure: Poor, Channel: Poor, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.60m (1.97ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: March 2021, Other Special Inspection Date: September 2021, Bridge Improvement Cost: $13,000, Roadway Improvement Cost: $100,000, Total Project Cost: $180,000
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Structure Number: 24393, Location: 0.3 MILES NE OF SR 3011 (Lat: 41.069258, Lng: -76.033436), Route carried "on" structure: County highway , Year Built: 1930, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 854 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 1,124 (year 2031), Features Intersected: BALLIET RUN, Facility Carried by Structure: ST JOHNS RD (CR29)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.90m (2.95ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2019, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $36,000, Total Project Cost: $66,000, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 24393, Location: 0.3 MILES NE OF SR 3011 (Lat: 41.069258, Lng: -76.033436), Route carried "on" structure: County highway , Year Built: 1930, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 854 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 1,124 (year 2031), Features Intersected: BALLIET RUN, Facility Carried by Structure: ST JOHNS RD (CR29)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.90m (2.95ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2019, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $36,000, Total Project Cost: $66,000, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 24396, Location: SW OF STAIRVILLE (Lat: 41.120339, Lng: -76.031819), Route carried "on" structure: City street , Year Built: 1996, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 50 (year 2012), Average Future Daily Traffic: 65 (year 2032), Design Load: HS 25 or greater, Features Intersected: LITTLE WAPWALLOPEN CRK, Facility Carried by Structure: GEORGES ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 2020, Underwater Inspection Date: June 2020, Bridge Improvement Cost: $20,000, Roadway Improvement Cost: $59,000, Total Project Cost: $271,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 24396, Location: SW OF STAIRVILLE (Lat: 41.120339, Lng: -76.031819), Route carried "on" structure: City street , Year Built: 1996, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 50 (year 2012), Average Future Daily Traffic: 65 (year 2032), Design Load: HS 25 or greater, Features Intersected: LITTLE WAPWALLOPEN CRK, Facility Carried by Structure: GEORGES ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 2020, Underwater Inspection Date: June 2020, Bridge Improvement Cost: $20,000, Roadway Improvement Cost: $59,000, Total Project Cost: $271,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 24403, Location: FAIRVIEW TWP (Lat: 41.177397, Lng: -75.881200), Route carried "on" structure: City street , Year Built: 1894, Status: Closed, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 50 (year 1987), Average Future Daily Traffic: 70 (year 2031), Features Intersected: CONRAIL RR, Facility Carried by Structure: TWP RD 439
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Railroad, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 3.7m (12.1ft)
Condition: Deck: Fair, Superstructure: Serious, Substructure: Fair, Operating Rating: 13.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 9.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $8,000, Roadway Improvement Cost: $24,000, Total Project Cost: $110,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 24403, Location: FAIRVIEW TWP (Lat: 41.177397, Lng: -75.881200), Route carried "on" structure: City street , Year Built: 1894, Status: Closed, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 50 (year 1987), Average Future Daily Traffic: 70 (year 2031), Features Intersected: CONRAIL RR, Facility Carried by Structure: TWP RD 439
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Railroad, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 3.7m (12.1ft)
Condition: Deck: Fair, Superstructure: Serious, Substructure: Fair, Operating Rating: 13.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 9.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $8,000, Roadway Improvement Cost: $24,000, Total Project Cost: $110,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 24431, Location: 1 MILE SE OF SR 2042 (Lat: 41.134375, Lng: -75.964047), Route carried "on" structure: County highway , Year Built: 1920, Year Reconstructed: 2019, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 1,065 (year 2012), Truck Traffic: 2%, Average Future Daily Traffic: 1,425 (year 2032), Design Load: HS 20, Features Intersected: LITTLE WAPWALLOPEN CREEK, Facility Carried by Structure: BLYTHEBURN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Excellent, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 94.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.2 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $22,000, Roadway Improvement Cost: $66,000, Total Project Cost: $302,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 24431, Location: 1 MILE SE OF SR 2042 (Lat: 41.134375, Lng: -75.964047), Route carried "on" structure: County highway , Year Built: 1920, Year Reconstructed: 2019, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 1,065 (year 2012), Truck Traffic: 2%, Average Future Daily Traffic: 1,425 (year 2032), Design Load: HS 20, Features Intersected: LITTLE WAPWALLOPEN CREEK, Facility Carried by Structure: BLYTHEBURN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Excellent, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 94.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.2 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $22,000, Roadway Improvement Cost: $66,000, Total Project Cost: $302,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 24449, Location: 1 MI WEST OF SR 2047 (Lat: 41.119581, Lng: -75.954656), Route carried "on" structure: County highway , Year Built: 1993, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 700 (year 2012), Truck Traffic: 5%, Average Future Daily Traffic: 900 (year 2032), Features Intersected: WAPWALLOPEN CREEK, Facility Carried by Structure: BLYTHEBURN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $26,000, Roadway Improvement Cost: $76,000, Total Project Cost: $348,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 24449, Location: 1 MI WEST OF SR 2047 (Lat: 41.119581, Lng: -75.954656), Route carried "on" structure: County highway , Year Built: 1993, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 700 (year 2012), Truck Traffic: 5%, Average Future Daily Traffic: 900 (year 2032), Features Intersected: WAPWALLOPEN CREEK, Facility Carried by Structure: BLYTHEBURN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $26,000, Roadway Improvement Cost: $76,000, Total Project Cost: $348,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 42996, Location: 200 FT SE OF SR 2047 (Lat: 41.145772, Lng: -75.954794), Route carried "on" structure: City street , Year Built: 1935, Year Reconstructed: 2007, Status: Posted for load, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 10 (year 2012), Average Future Daily Traffic: 10 (year 2032), Features Intersected: LITTLE WAPWALLOPEN CREEK, Facility Carried by Structure: WEYHEMEYER STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.4m (1.3ft), Curb-To-Curb Width: 4.0m (13.1ft), Out-to-Out Width: 5.1m (16.7ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Fair, Operating Rating: 24.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: April 2020, Other Special Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 42996, Location: 200 FT SE OF SR 2047 (Lat: 41.145772, Lng: -75.954794), Route carried "on" structure: City street , Year Built: 1935, Year Reconstructed: 2007, Status: Posted for load, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 10 (year 2012), Average Future Daily Traffic: 10 (year 2032), Features Intersected: LITTLE WAPWALLOPEN CREEK, Facility Carried by Structure: WEYHEMEYER STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.4m (1.3ft), Curb-To-Curb Width: 4.0m (13.1ft), Out-to-Out Width: 5.1m (16.7ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Fair, Operating Rating: 24.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: April 2020, Other Special Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4776, Location: DORRANCE TWP .3 S SR3010 (Lat: 41.094308, Lng: -75.998956), Route carried "on" structure: State highway , Year Built: 2012, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 771 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 1,130 (year 2032), Design Load: HL 93, Features Intersected: WAPWALLOPEN CREEK, Facility Carried by Structure: SR 3007
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.446, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 62.5 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: 34.3 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4776, Location: DORRANCE TWP .3 S SR3010 (Lat: 41.094308, Lng: -75.998956), Route carried "on" structure: State highway , Year Built: 2012, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 771 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 1,130 (year 2032), Design Load: HL 93, Features Intersected: WAPWALLOPEN CREEK, Facility Carried by Structure: SR 3007
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.446, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 62.5 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: 34.3 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 48961, Location: 3/4 MI S. OF GEORGES RD. (Lat: 41.114164, Lng: -76.042442), Route carried "on" structure: City street , Year Built: 2014, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 15 (year 2013), Average Future Daily Traffic: 17 (year 2033), Design Load: HL 93, Features Intersected: LITTLE WAPWALLOPEN CREEK, Facility Carried by Structure: HOLLOW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, 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: 17.7m (58.1ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 56.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 43.1 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 48961, Location: 3/4 MI S. OF GEORGES RD. (Lat: 41.114164, Lng: -76.042442), Route carried "on" structure: City street , Year Built: 2014, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 15 (year 2013), Average Future Daily Traffic: 17 (year 2033), Design Load: HL 93, Features Intersected: LITTLE WAPWALLOPEN CREEK, Facility Carried by Structure: HOLLOW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, 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: 17.7m (58.1ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 56.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 43.1 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, 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: 48962, Location: 1 MILE NE OF SR 3007 (Lat: 41.117428, Lng: -75.997089), Route carried "on" structure: City street , Year Built: 2014, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 200 (year 2014), Truck Traffic: 3%, Average Future Daily Traffic: 250 (year 2024), Design Load: HL 93, Features Intersected: LITTLE WAPWALLOPEN CREEK, Facility Carried by Structure: ST. MARYS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 54.4 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: 34.3 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: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
Structure Number: 48962, Location: 1 MILE NE OF SR 3007 (Lat: 41.117428, Lng: -75.997089), Route carried "on" structure: City street , Year Built: 2014, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 200 (year 2014), Truck Traffic: 3%, Average Future Daily Traffic: 250 (year 2024), Design Load: HL 93, Features Intersected: LITTLE WAPWALLOPEN CREEK, Facility Carried by Structure: ST. MARYS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 54.4 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: 34.3 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: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
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Structure Number: 52599, Location: 0.3 MI SW OF SR 3007 (Lat: 41.093444, Lng: -76.004578), Route carried "on" structure: County highway , Year Built: 2015, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 500 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 525 (year 2025), Design Load: HL 93, Features Intersected: WAPWALLOPEN CREEK, Facility Carried by Structure: SAINT JOHNS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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: 33.7 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 52599, Location: 0.3 MI SW OF SR 3007 (Lat: 41.093444, Lng: -76.004578), Route carried "on" structure: County highway , Year Built: 2015, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 500 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 525 (year 2025), Design Load: HL 93, Features Intersected: WAPWALLOPEN CREEK, Facility Carried by Structure: SAINT JOHNS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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: 33.7 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: 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: 526, Location: SOUTH OF CREEK ROAD (Lat: 41.077689, Lng: -76.040719), Route carried "on" structure: County highway , Year Built: 2015, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 200 (year 2012), Average Future Daily Traffic: 270 (year 2032), Design Load: HL 93, Features Intersected: WAPWALLOPEN CREEK, Facility Carried by Structure: HOBBIE-WAPWALLO RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 52.8 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 33.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum 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: 526, Location: SOUTH OF CREEK ROAD (Lat: 41.077689, Lng: -76.040719), Route carried "on" structure: County highway , Year Built: 2015, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 200 (year 2012), Average Future Daily Traffic: 270 (year 2032), Design Load: HL 93, Features Intersected: WAPWALLOPEN CREEK, Facility Carried by Structure: HOBBIE-WAPWALLO RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 52.8 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 33.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum 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: 5702, Location: Laurel Lakes (Lat: 41.164000, Lng: -75.963611), Route carried "on" structure: City street , Year Built: 1986, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 25 (year 2020), Average Future Daily Traffic: 50 (year 2040), Features Intersected: Nuangola Outlet, Facility Carried by Structure: Laurel Drive
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 6 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Channel: Good, Culverts: Poor, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 62.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: October 2020, Other Special Inspection Date: April 2021
Structure Number: 5702, Location: Laurel Lakes (Lat: 41.164000, Lng: -75.963611), Route carried "on" structure: City street , Year Built: 1986, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 25 (year 2020), Average Future Daily Traffic: 50 (year 2040), Features Intersected: Nuangola Outlet, Facility Carried by Structure: Laurel Drive
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 6 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Channel: Good, Culverts: Poor, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 62.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: October 2020, Other Special Inspection Date: April 2021
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Structure Number: 57022, Location: 875' S OF NUANGOLA ROAD (Lat: 41.148611, Lng: -75.950167), Route carried "on" structure: City street , Year Built: 1936, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 75 (year 2020), Average Future Daily Traffic: 125 (year 2040), Design Load: HS 20, Features Intersected: Little Wapwallopen Creek, Facility Carried by Structure: Henry Drive
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Fair, 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: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: October 2020, Other Special Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 57022, Location: 875' S OF NUANGOLA ROAD (Lat: 41.148611, Lng: -75.950167), Route carried "on" structure: City street , Year Built: 1936, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 75 (year 2020), Average Future Daily Traffic: 125 (year 2040), Design Load: HS 20, Features Intersected: Little Wapwallopen Creek, Facility Carried by Structure: Henry Drive
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Fair, 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: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: October 2020, Other Special Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 57031, Location: 1/2MI FROM N MAIN ST (Lat: 41.165639, Lng: -75.871389), Route carried "on" structure: City street , Year Built: 1997, Status: Closed, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 350 (year 2020), Average Future Daily Traffic: 400 (year 2040), Features Intersected: Big Wapwallopen Creek, Facility Carried by Structure: Dale Drive
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: 9 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.5m (18.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Channel: Good, Culverts: Serious, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
Structure Number: 57031, Location: 1/2MI FROM N MAIN ST (Lat: 41.165639, Lng: -75.871389), Route carried "on" structure: City street , Year Built: 1997, Status: Closed, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 350 (year 2020), Average Future Daily Traffic: 400 (year 2040), Features Intersected: Big Wapwallopen Creek, Facility Carried by Structure: Dale Drive
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: 9 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.5m (18.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Channel: Good, Culverts: Serious, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
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Structure Number: 57608, Location: 1/2 MI WEST OF RT 437 (Lat: 41.106497, Lng: -75.845375), Route carried "on" structure: City street , Year Built: 1947, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 100 (year 2020), Average Future Daily Traffic: 150 (year 2040), Features Intersected: CONETY RUN, Facility Carried by Structure: HONEY HOLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 7 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 0.3m (1.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 43.5 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, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 57608, Location: 1/2 MI WEST OF RT 437 (Lat: 41.106497, Lng: -75.845375), Route carried "on" structure: City street , Year Built: 1947, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 100 (year 2020), Average Future Daily Traffic: 150 (year 2040), Features Intersected: CONETY RUN, Facility Carried by Structure: HONEY HOLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 7 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 0.3m (1.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 43.5 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, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 23706, Location: DORRANCE TWP OVER SR 3007 (Lat: 41.082569, Lng: -75.963486), Route carried "under" structure: State highway , Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 771 (year 2021), Truck Traffic: 8%, Features Intersected: SR 3007 @ EXIT 155, Facility Carried by Structure: I-81 NB
Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 14.6m (47.9ft)
Structure Number: 23706, Location: DORRANCE TWP OVER SR 3007 (Lat: 41.082569, Lng: -75.963486), Route carried "under" structure: State highway , Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 771 (year 2021), Truck Traffic: 8%, Features Intersected: SR 3007 @ EXIT 155, Facility Carried by Structure: I-81 NB
Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 14.6m (47.9ft)
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Structure Number: 23708, Location: DORRANCE TWP OVER SR 3007 (Lat: 41.082453, Lng: -75.964344), Route carried "under" structure: State highway , Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 771 (year 2021), Truck Traffic: 8%, Features Intersected: SR 3007 (BLUE RIDGE TR), Facility Carried by Structure: I-81 SB
Minimum Vertical Clearance: 4.63m (15.19ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 15.2m (49.9ft)
Structure Number: 23708, Location: DORRANCE TWP OVER SR 3007 (Lat: 41.082453, Lng: -75.964344), Route carried "under" structure: State highway , Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 771 (year 2021), Truck Traffic: 8%, Features Intersected: SR 3007 (BLUE RIDGE TR), Facility Carried by Structure: I-81 SB
Minimum Vertical Clearance: 4.63m (15.19ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 15.2m (49.9ft)
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Structure Number: 23712, Location: DORRANCE TWP OVER SR 3010 (Lat: 41.108703, Lng: -75.960489), Route carried "under" structure: State highway , Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 1,161 (year 2021), Truck Traffic: 4%, Features Intersected: SR 3010, Facility Carried by Structure: SR 0081 I-81 NB
Minimum Vertical Clearance: 4.32m (14.17ft), Kilometerpoint: 3.935, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 14.3m (46.9ft)
Structure Number: 23712, Location: DORRANCE TWP OVER SR 3010 (Lat: 41.108703, Lng: -75.960489), Route carried "under" structure: State highway , Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 1,161 (year 2021), Truck Traffic: 4%, Features Intersected: SR 3010, Facility Carried by Structure: SR 0081 I-81 NB
Minimum Vertical Clearance: 4.32m (14.17ft), Kilometerpoint: 3.935, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 14.3m (46.9ft)
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Structure Number: 23714, Location: DORRANCE TWP OVER SR 3010 (Lat: 41.108378, Lng: -75.961289), Route carried "under" structure: State highway , Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 1,161 (year 2021), Truck Traffic: 4%, Features Intersected: SR 3010, Facility Carried by Structure: SR 0081 I-81 SB
Minimum Vertical Clearance: 4.29m (14.07ft), Kilometerpoint: 3.307, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 14.3m (46.9ft)
Structure Number: 23714, Location: DORRANCE TWP OVER SR 3010 (Lat: 41.108378, Lng: -75.961289), Route carried "under" structure: State highway , Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 1,161 (year 2021), Truck Traffic: 4%, Features Intersected: SR 3010, Facility Carried by Structure: SR 0081 I-81 SB
Minimum Vertical Clearance: 4.29m (14.07ft), Kilometerpoint: 3.307, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 14.3m (46.9ft)