Bridge Statistics for Tuscarora, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 11Number of bridges
- 59ft / 18.4mTotal length
- $761,000Total costs
- 66,230Total average daily traffic
- 11,568Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Tuscarora
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 11930-1939
- 11950-1959
- 31970-1979
- 41990-1999
- 12010-2019
- Bridge Condition - Deck
- 42.9%Good
- 28.6%Satisfactory
- 28.6%Fair
- Bridge Condition - Superstructure
- 42.9%Very good
- 28.6%Satisfactory
- 14.3%Fair
- 14.3%Poor
- Bridge Condition - Substructure
- 14.3%Very good
- 28.6%Good
- 28.6%Satisfactory
- 14.3%Fair
- 14.3%Poor
- Bridge Condition - Channel
- 14.3%Very good
- 28.6%Good
- 42.9%Fair
- 14.3%Poor
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Structure Number: 3065, Location: 3200 FT. E.OF SR 1011 (Lat: 40.753094, Lng: -76.052794), Route carried "on" structure: US 209, Year Built: 1976, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 4,088 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 6,749 (year 2032), Design Load: HS 20, Features Intersected: TRIB.TO SCHUYLKILL RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 53.884, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
Structure Number: 3065, Location: 3200 FT. E.OF SR 1011 (Lat: 40.753094, Lng: -76.052794), Route carried "on" structure: US 209, Year Built: 1976, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 4,088 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 6,749 (year 2032), Design Load: HS 20, Features Intersected: TRIB.TO SCHUYLKILL RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 53.884, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
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Structure Number: 30651, Location: 3 MI.E.OF MIDDLEPORT (Lat: 40.760769, Lng: -76.042081), Route carried "on" structure: US 209, Year Built: 1976, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 4,088 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 6,749 (year 2032), Design Load: HS 20, Features Intersected: BRANCH SCHUYLKILL RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 54.782, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 83.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.20m (3.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
Structure Number: 30651, Location: 3 MI.E.OF MIDDLEPORT (Lat: 40.760769, Lng: -76.042081), Route carried "on" structure: US 209, Year Built: 1976, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 4,088 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 6,749 (year 2032), Design Load: HS 20, Features Intersected: BRANCH SCHUYLKILL RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 54.782, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 83.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.20m (3.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
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Structure Number: 3075, Location: VILLAGE OF BROCKTON (Lat: 40.748961, Lng: -76.063444), Route carried "on" structure: State highway , Year Built: 1976, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 402 (year 2022), Truck Traffic: 16%, Average Future Daily Traffic: 442 (year 2032), Design Load: HS 20, Features Intersected: SCHUYLKILL RIVER, Facility Carried by Structure: SR 1011 (LR 53038)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.30m (7.55ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Galvanized Reinforcing
Structure Number: 3075, Location: VILLAGE OF BROCKTON (Lat: 40.748961, Lng: -76.063444), Route carried "on" structure: State highway , Year Built: 1976, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 402 (year 2022), Truck Traffic: 16%, Average Future Daily Traffic: 442 (year 2032), Design Load: HS 20, Features Intersected: SCHUYLKILL RIVER, Facility Carried by Structure: SR 1011 (LR 53038)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.30m (7.55ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Galvanized Reinforcing
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Structure Number: 30752, Location: 1 M. E. OF LOCUST LAKE (Lat: 40.782847, Lng: -76.094936), Route carried "on" structure: State highway , Year Built: 1924, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 402 (year 2022), Truck Traffic: 16%, Average Future Daily Traffic: 442 (year 2032), Design Load: HS 20, Features Intersected: LOCUST CREEK, Facility Carried by Structure: SR 1011 (LR 53038)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.809, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $16,000, Roadway Improvement Cost: $48,000, Total Project Cost: $218,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 30752, Location: 1 M. E. OF LOCUST LAKE (Lat: 40.782847, Lng: -76.094936), Route carried "on" structure: State highway , Year Built: 1924, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 402 (year 2022), Truck Traffic: 16%, Average Future Daily Traffic: 442 (year 2032), Design Load: HS 20, Features Intersected: LOCUST CREEK, Facility Carried by Structure: SR 1011 (LR 53038)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.809, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $16,000, Roadway Improvement Cost: $48,000, Total Project Cost: $218,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3093, Location: NW OF TUSCARORA (Lat: 40.790044, Lng: -76.081403), Route carried "on" structure: Alternate City street T497, Year Built: 1935, Status: Posted for load, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 150 (year 2000), Truck Traffic: 1%, Average Future Daily Traffic: 165 (year 2020), Design Load: H 15, Features Intersected: LOCUST CREEK, Facility Carried by Structure: CHURCH ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 5.3m (17.4ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Poor, Channel: Poor, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2020, Other Special Inspection Date: October 2021, Bridge Improvement Cost: $23,000, Roadway Improvement Cost: $99,000, Total Project Cost: $305,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3093, Location: NW OF TUSCARORA (Lat: 40.790044, Lng: -76.081403), Route carried "on" structure: Alternate City street T497, Year Built: 1935, Status: Posted for load, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 150 (year 2000), Truck Traffic: 1%, Average Future Daily Traffic: 165 (year 2020), Design Load: H 15, Features Intersected: LOCUST CREEK, Facility Carried by Structure: CHURCH ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 5.3m (17.4ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Poor, Channel: Poor, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2020, Other Special Inspection Date: October 2021, Bridge Improvement Cost: $23,000, Roadway Improvement Cost: $99,000, Total Project Cost: $305,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 30931, Location: NW OF TUSCARORA OFF T-497 (Lat: 40.789333, Lng: -76.066161), Route carried "on" structure: ServiceCity street , Year Built: 1950, Year Reconstructed: 2006, Status: Posted for load, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 20 (year 1985), Average Future Daily Traffic: 100 (year 2030), Design Load: H 20, Features Intersected: LOCUST CREEK, Facility Carried by Structure: RIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 4.0m (13.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 23.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 13.6 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: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.80m (2.62ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: April 2020, Other Special Inspection Date: April 2021, Bridge Improvement Cost: $18,000, Roadway Improvement Cost: $52,000, Total Project Cost: $238,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 30931, Location: NW OF TUSCARORA OFF T-497 (Lat: 40.789333, Lng: -76.066161), Route carried "on" structure: ServiceCity street , Year Built: 1950, Year Reconstructed: 2006, Status: Posted for load, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 20 (year 1985), Average Future Daily Traffic: 100 (year 2030), Design Load: H 20, Features Intersected: LOCUST CREEK, Facility Carried by Structure: RIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 4.0m (13.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 23.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 13.6 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: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.80m (2.62ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: April 2020, Other Special Inspection Date: April 2021, Bridge Improvement Cost: $18,000, Roadway Improvement Cost: $52,000, Total Project Cost: $238,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 40749, Location: HAZLE TWP OVER I-81 SB (Lat: 40.750000, Lng: -76.050000), Route carried "on" structure: Bypass State highway 424, Year Built: 1999, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 9,436 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 11,056 (year 2032), Design Load: HS 25 or greater, Features Intersected: SR 0081 I-81 SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.762, Lanes on structure: 3, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 48.8m (160.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.2m (63.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Inventory Rating: 66.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.00m (19.69ft), 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: 40749, Location: HAZLE TWP OVER I-81 SB (Lat: 40.750000, Lng: -76.050000), Route carried "on" structure: Bypass State highway 424, Year Built: 1999, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 9,436 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 11,056 (year 2032), Design Load: HS 25 or greater, Features Intersected: SR 0081 I-81 SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.762, Lanes on structure: 3, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 48.8m (160.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.2m (63.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Inventory Rating: 66.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.00m (19.69ft), 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: 4075, Location: HAZLE TWP OVER I-81 NB (Lat: 40.750000, Lng: -76.050000), Route carried "on" structure: Bypass State highway 424, Year Built: 1999, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 9,436 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 11,056 (year 2032), Design Load: HS 25 or greater, Features Intersected: SR 0081 I-81 NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.762, Lanes on structure: 3, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 48.8m (160.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.2m (63.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Inventory Rating: 66.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.00m (19.69ft), 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: 4075, Location: HAZLE TWP OVER I-81 NB (Lat: 40.750000, Lng: -76.050000), Route carried "on" structure: Bypass State highway 424, Year Built: 1999, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 9,436 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 11,056 (year 2032), Design Load: HS 25 or greater, Features Intersected: SR 0081 I-81 NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.762, Lanes on structure: 3, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 48.8m (160.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.2m (63.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Inventory Rating: 66.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.00m (19.69ft), 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: 47111, Location: 2.4MI N. OF RTE.209 (Lat: 40.793397, Lng: -76.044667), Route carried "on" structure: State highway , Year Built: 2012, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 829 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 1,082 (year 2032), Design Load: HL 93, Features Intersected: LOCUST CREEK, Facility Carried by Structure: SR1013 (LR 53036)
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 5.058, 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: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 67.7 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 39.5 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 47111, Location: 2.4MI N. OF RTE.209 (Lat: 40.793397, Lng: -76.044667), Route carried "on" structure: State highway , Year Built: 2012, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 829 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 1,082 (year 2032), Design Load: HL 93, Features Intersected: LOCUST CREEK, Facility Carried by Structure: SR1013 (LR 53036)
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 5.058, 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: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 67.7 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 39.5 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 40749, Location: HAZLE TWP OVER I-81 SB (Lat: 40.750000, Lng: -76.050000), Route carried "under" structure: Interstate 81, Year Built: 1999, Structure Length: 0. m, Average Daily Traffic: 18,390 (year 2021), Truck Traffic: 24%, Features Intersected: SR 0081 I-81 SB, Facility Carried by Structure: TR 424 BELTWAY
Minimum Vertical Clearance: 5.61m (18.41ft), Kilometerpoint: 2.342, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 48.8m (160.1ft)
Structure Number: 40749, Location: HAZLE TWP OVER I-81 SB (Lat: 40.750000, Lng: -76.050000), Route carried "under" structure: Interstate 81, Year Built: 1999, Structure Length: 0. m, Average Daily Traffic: 18,390 (year 2021), Truck Traffic: 24%, Features Intersected: SR 0081 I-81 SB, Facility Carried by Structure: TR 424 BELTWAY
Minimum Vertical Clearance: 5.61m (18.41ft), Kilometerpoint: 2.342, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 48.8m (160.1ft)
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Structure Number: 4075, Location: HAZLE TWP OVER I-81 NB (Lat: 40.750000, Lng: -76.050000), Route carried "under" structure: Interstate 81, Year Built: 1999, Structure Length: 0. m, Average Daily Traffic: 18,989 (year 2021), Truck Traffic: 22%, Features Intersected: SR 0081 I-81 NB, Facility Carried by Structure: TR 424 BELTWAY
Minimum Vertical Clearance: 6.86m (22.51ft), Kilometerpoint: 2.313, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 48.8m (160.1ft)
Structure Number: 4075, Location: HAZLE TWP OVER I-81 NB (Lat: 40.750000, Lng: -76.050000), Route carried "under" structure: Interstate 81, Year Built: 1999, Structure Length: 0. m, Average Daily Traffic: 18,989 (year 2021), Truck Traffic: 22%, Features Intersected: SR 0081 I-81 NB, Facility Carried by Structure: TR 424 BELTWAY
Minimum Vertical Clearance: 6.86m (22.51ft), Kilometerpoint: 2.313, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 48.8m (160.1ft)