Bridge Statistics for Nicholson, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 17Number of bridges
- 161ft / 48.7mTotal length
- $2,611,000Total costs
- 22,755Total average daily traffic
- 4,093Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Nicholson
- No street view available for this location
- New bridges - historical statistics
- 11910-1919
- 11920-1929
- 41940-1949
- 31950-1959
- 41960-1969
- 11980-1989
- 11990-1999
- 12000-2009
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 42010-2019
- 12020-2022
- Bridge Condition - Deck
- 26.7%Very good
- 33.3%Good
- 6.7%Satisfactory
- 13.3%Fair
- 13.3%Poor
- 6.7%Serious
- Bridge Condition - Superstructure
- 37.5%Very good
- 12.5%Good
- 18.8%Satisfactory
- 12.5%Poor
- 12.5%Serious
- 6.3%Critical
- Bridge Condition - Substructure
- 6.3%Very good
- 31.3%Good
- 43.8%Satisfactory
- 12.5%Fair
- 6.3%Poor
- Bridge Condition - Channel
- 7.1%Very good
- 7.1%Good
- 42.9%Satisfactory
- 7.1%Fair
- 35.7%Poor
Find on map >> Show street view
Structure Number: 32325, Location: LENOX TWP 198' E TR 92 (Lat: 41.647786, Lng: -75.717808), Route carried "on" structure: State highway 374, Year Built: 1957, Year Reconstructed: 2020, Status: Open, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 1,514 (year 2021), Truck Traffic: 18%, Average Future Daily Traffic: 1,788 (year 2032), Design Load: HL 93, Features Intersected: N BR TUNKHANNOCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Fair, Operating Rating: 48.3 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: 37.3 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, 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: 2.59m (8.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $21,000, Roadway Improvement Cost: $100,000, Total Project Cost: $288,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 32325, Location: LENOX TWP 198' E TR 92 (Lat: 41.647786, Lng: -75.717808), Route carried "on" structure: State highway 374, Year Built: 1957, Year Reconstructed: 2020, Status: Open, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 1,514 (year 2021), Truck Traffic: 18%, Average Future Daily Traffic: 1,788 (year 2032), Design Load: HL 93, Features Intersected: N BR TUNKHANNOCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Fair, Operating Rating: 48.3 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: 37.3 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, 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: 2.59m (8.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $21,000, Roadway Improvement Cost: $100,000, Total Project Cost: $288,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 3248, Location: LATHROP TWP .6M N SR 3023 (Lat: 41.665492, Lng: -75.796853), Route carried "on" structure: State highway , Year Built: 1947, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 285 (year 2022), Truck Traffic: 14%, Average Future Daily Traffic: 354 (year 2032), Design Load: HS 20, Features Intersected: TRIB HORTON CREEK, Facility Carried by Structure: SR 2009
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.046, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), 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: 8.1m (26.6ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Channel: Poor, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, 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: 10.0 - 19.9% below), Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2021, Other Special Inspection Date: September 2021, Deck Structure Type: Closed Grating, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3248, Location: LATHROP TWP .6M N SR 3023 (Lat: 41.665492, Lng: -75.796853), Route carried "on" structure: State highway , Year Built: 1947, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 285 (year 2022), Truck Traffic: 14%, Average Future Daily Traffic: 354 (year 2032), Design Load: HS 20, Features Intersected: TRIB HORTON CREEK, Facility Carried by Structure: SR 2009
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.046, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), 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: 8.1m (26.6ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Channel: Poor, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, 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: 10.0 - 19.9% below), Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2021, Other Special Inspection Date: September 2021, Deck Structure Type: Closed Grating, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 32613, Location: LATHROP TWP JCT SR 2007 (Lat: 41.650322, Lng: -75.796689), Route carried "on" structure: State highway , Year Built: 1961, Status: Posted for load, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 674 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 1,246 (year 2032), Design Load: HS 20, Features Intersected: HORTONS CREEK, Facility Carried by Structure: SR 3023
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.020, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, 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: 9.8m (32.2ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Serious, Superstructure: Serious, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 2.00m (6.56ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: April 2020, Other Special Inspection Date: April 2021, Bridge Improvement Cost: $17,000, Roadway Improvement Cost: $100,000, Total Project Cost: $226,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 32613, Location: LATHROP TWP JCT SR 2007 (Lat: 41.650322, Lng: -75.796689), Route carried "on" structure: State highway , Year Built: 1961, Status: Posted for load, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 674 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 1,246 (year 2032), Design Load: HS 20, Features Intersected: HORTONS CREEK, Facility Carried by Structure: SR 3023
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.020, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, 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: 9.8m (32.2ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Serious, Superstructure: Serious, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 2.00m (6.56ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: April 2020, Other Special Inspection Date: April 2021, Bridge Improvement Cost: $17,000, Roadway Improvement Cost: $100,000, Total Project Cost: $226,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 37089, Location: NICHOLSON BO .2 M S TR 92 (Lat: 41.622133, Lng: -75.778036), Route carried "on" structure: US 11, Year Built: 1990, Status: Open, Structure Length: 14.84m (48.69ft), Average Daily Traffic: 2,345 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 4,643 (year 2032), Design Load: HS 25 or greater, Features Intersected: TUNKHANNOCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.384, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 42.7m (140.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 93.4 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: 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, Length Of Structure Improvement: 15.70m (51.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 37089, Location: NICHOLSON BO .2 M S TR 92 (Lat: 41.622133, Lng: -75.778036), Route carried "on" structure: US 11, Year Built: 1990, Status: Open, Structure Length: 14.84m (48.69ft), Average Daily Traffic: 2,345 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 4,643 (year 2032), Design Load: HS 25 or greater, Features Intersected: TUNKHANNOCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.384, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 42.7m (140.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 93.4 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: 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, Length Of Structure Improvement: 15.70m (51.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 3709, Location: NICHOLSON BORO OVER TR 92 (Lat: 41.625447, Lng: -75.778444), Route carried "on" structure: US 11, Year Built: 1948, Year Reconstructed: 2018, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 2,345 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 4,643 (year 2032), Design Load: HS 20, Features Intersected: SR 0092 TR 92
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.810, Lanes on structure: 3, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 16.3m (53.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 96.2 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $24,000, Roadway Improvement Cost: $100,000, Total Project Cost: $327,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3709, Location: NICHOLSON BORO OVER TR 92 (Lat: 41.625447, Lng: -75.778444), Route carried "on" structure: US 11, Year Built: 1948, Year Reconstructed: 2018, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 2,345 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 4,643 (year 2032), Design Load: HS 20, Features Intersected: SR 0092 TR 92
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.810, Lanes on structure: 3, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 16.3m (53.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 96.2 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $24,000, Roadway Improvement Cost: $100,000, Total Project Cost: $327,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 37152, Location: NICHOLSON TP .1M S SR1015 (Lat: 41.616431, Lng: -75.809042), Route carried "on" structure: State highway 92, Year Built: 1927, Status: Posted for load, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 1,727 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 2,206 (year 2032), Design Load: H 20, Features Intersected: FIELD BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.813, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), 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: 8.1m (26.6ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Satisfactory, Channel: Poor, Operating Rating: 47.2 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2021, Other Special Inspection Date: October 2021, Bridge Improvement Cost: $16,000, Roadway Improvement Cost: $100,000, Total Project Cost: $218,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 37152, Location: NICHOLSON TP .1M S SR1015 (Lat: 41.616431, Lng: -75.809042), Route carried "on" structure: State highway 92, Year Built: 1927, Status: Posted for load, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 1,727 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 2,206 (year 2032), Design Load: H 20, Features Intersected: FIELD BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.813, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), 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: 8.1m (26.6ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Satisfactory, Channel: Poor, Operating Rating: 47.2 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2021, Other Special Inspection Date: October 2021, Bridge Improvement Cost: $16,000, Roadway Improvement Cost: $100,000, Total Project Cost: $218,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 37153, Location: NICHOLSON BO 200'N SR1017 (Lat: 41.618811, Lng: -75.794503), Route carried "on" structure: State highway 92, Year Built: 1969, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 2,739 (year 2020), Truck Traffic: 26%, Average Future Daily Traffic: 3,186 (year 2032), Design Load: HS 20, Features Intersected: HORTON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.211, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 14.7m (48.2ft)
Condition: Deck: Poor, Superstructure: Very good, Substructure: Satisfactory, Channel: Poor, Operating Rating: 48.1 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: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $12,000, Roadway Improvement Cost: $100,000, Total Project Cost: $167,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 37153, Location: NICHOLSON BO 200'N SR1017 (Lat: 41.618811, Lng: -75.794503), Route carried "on" structure: State highway 92, Year Built: 1969, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 2,739 (year 2020), Truck Traffic: 26%, Average Future Daily Traffic: 3,186 (year 2032), Design Load: HS 20, Features Intersected: HORTON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.211, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 14.7m (48.2ft)
Condition: Deck: Poor, Superstructure: Very good, Substructure: Satisfactory, Channel: Poor, Operating Rating: 48.1 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: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $12,000, Roadway Improvement Cost: $100,000, Total Project Cost: $167,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 37154, Location: NICHOLSON 300' S SR 1019 (Lat: 41.625036, Lng: -75.781694), Route carried "on" structure: State highway 92, Year Built: 1960, Year Reconstructed: 2017, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 2,739 (year 2020), Truck Traffic: 26%, Average Future Daily Traffic: 3,186 (year 2032), Design Load: HS 20, Features Intersected: MARTIN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.301, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.40m (11.15ft), Designated Inspection Frequency: Every 48 months, Inspection Date: November 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 37154, Location: NICHOLSON 300' S SR 1019 (Lat: 41.625036, Lng: -75.781694), Route carried "on" structure: State highway 92, Year Built: 1960, Year Reconstructed: 2017, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 2,739 (year 2020), Truck Traffic: 26%, Average Future Daily Traffic: 3,186 (year 2032), Design Load: HS 20, Features Intersected: MARTIN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.301, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.40m (11.15ft), Designated Inspection Frequency: Every 48 months, Inspection Date: November 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 37157, Location: NICHOLSON TP .1M N SR1027 (Lat: 41.632322, Lng: -75.747692), Route carried "on" structure: State highway 92, Year Built: 1957, Year Reconstructed: 2010, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 1,659 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 2,296 (year 2032), Design Load: HS 20, Features Intersected: TRIB TO TUNKHANNOCK CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.899, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 94.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 48 months, Inspection Date: November 2019, Bridge Improvement Cost: $11,000, Roadway Improvement Cost: $100,000, Total Project Cost: $151,000, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 37157, Location: NICHOLSON TP .1M N SR1027 (Lat: 41.632322, Lng: -75.747692), Route carried "on" structure: State highway 92, Year Built: 1957, Year Reconstructed: 2010, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 1,659 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 2,296 (year 2032), Design Load: HS 20, Features Intersected: TRIB TO TUNKHANNOCK CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.899, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 94.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 48 months, Inspection Date: November 2019, Bridge Improvement Cost: $11,000, Roadway Improvement Cost: $100,000, Total Project Cost: $151,000, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 37211, Location: NICHOLSON TWP 1.3M N TR92 (Lat: 41.633167, Lng: -75.813981), Route carried "on" structure: State highway , Year Built: 1941, Status: Posted for load, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 534 (year 2022), Truck Traffic: 15%, Average Future Daily Traffic: 636 (year 2032), Design Load: H 20, Features Intersected: FIELDBROOK CREEK, Facility Carried by Structure: SR 1015
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.506, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 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: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Fair, Superstructure: Serious, Substructure: Fair, Channel: Poor, Operating Rating: 22.7 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: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2021, Other Special Inspection Date: October 2021, Bridge Improvement Cost: $36,000, Roadway Improvement Cost: $187,000, Total Project Cost: $487,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 37211, Location: NICHOLSON TWP 1.3M N TR92 (Lat: 41.633167, Lng: -75.813981), Route carried "on" structure: State highway , Year Built: 1941, Status: Posted for load, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 534 (year 2022), Truck Traffic: 15%, Average Future Daily Traffic: 636 (year 2032), Design Load: H 20, Features Intersected: FIELDBROOK CREEK, Facility Carried by Structure: SR 1015
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.506, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 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: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Fair, Superstructure: Serious, Substructure: Fair, Channel: Poor, Operating Rating: 22.7 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: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2021, Other Special Inspection Date: October 2021, Bridge Improvement Cost: $36,000, Roadway Improvement Cost: $187,000, Total Project Cost: $487,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 37216, Location: NICHOLSON BO .3M W SR1019 (Lat: 41.630650, Lng: -75.782314), Route carried "on" structure: State highway , Year Built: 1961, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 1,397 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 1,751 (year 2036), Design Load: HS 20, Features Intersected: MARTIN CREEK, Facility Carried by Structure: SR 1021
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Poor, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.20m (10.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2019, Bridge Improvement Cost: $17,000, Roadway Improvement Cost: $100,000, Total Project Cost: $230,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 37216, Location: NICHOLSON BO .3M W SR1019 (Lat: 41.630650, Lng: -75.782314), Route carried "on" structure: State highway , Year Built: 1961, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 1,397 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 1,751 (year 2036), Design Load: HS 20, Features Intersected: MARTIN CREEK, Facility Carried by Structure: SR 1021
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Poor, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.20m (10.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2019, Bridge Improvement Cost: $17,000, Roadway Improvement Cost: $100,000, Total Project Cost: $230,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 37217, Location: NICHOLSON BORO .5M E TR11 (Lat: 41.631900, Lng: -75.777297), Route carried "on" structure: State highway , Year Built: 1914, Status: Closed, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 463 (year 2022), Truck Traffic: 16%, Average Future Daily Traffic: 647 (year 2032), Features Intersected: NFSRR, Facility Carried by Structure: SR 1025
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.744, Lanes on structure: 2, Owner: Railroad, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Superstructure: Critical, Substructure: Poor, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: October 2019, Other Special Inspection Date: October 2020, Bridge Improvement Cost: $23,000, Roadway Improvement Cost: $100,000, Total Project Cost: $311,000
Structure Number: 37217, Location: NICHOLSON BORO .5M E TR11 (Lat: 41.631900, Lng: -75.777297), Route carried "on" structure: State highway , Year Built: 1914, Status: Closed, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 463 (year 2022), Truck Traffic: 16%, Average Future Daily Traffic: 647 (year 2032), Features Intersected: NFSRR, Facility Carried by Structure: SR 1025
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.744, Lanes on structure: 2, Owner: Railroad, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Superstructure: Critical, Substructure: Poor, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: October 2019, Other Special Inspection Date: October 2020, Bridge Improvement Cost: $23,000, Roadway Improvement Cost: $100,000, Total Project Cost: $311,000
Find on map >> Show street view
Structure Number: 37218, Location: NICHOLSN TWP .5 M W TR 92 (Lat: 41.638411, Lng: -75.745836), Route carried "on" structure: State highway , Year Built: 1953, Year Reconstructed: 2019, Status: Closed, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 53 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 234 (year 2032), Design Load: HS 20, Features Intersected: WILLOW BROOK, Facility Carried by Structure: SR 1027
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.853, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Good, Operating Rating: 51.7 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.60m (1.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $100,000, Total Project Cost: $206,000, Deck Structure Type: Closed Grating, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 37218, Location: NICHOLSN TWP .5 M W TR 92 (Lat: 41.638411, Lng: -75.745836), Route carried "on" structure: State highway , Year Built: 1953, Year Reconstructed: 2019, Status: Closed, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 53 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 234 (year 2032), Design Load: HS 20, Features Intersected: WILLOW BROOK, Facility Carried by Structure: SR 1027
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.853, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Good, Operating Rating: 51.7 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.60m (1.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $100,000, Total Project Cost: $206,000, Deck Structure Type: Closed Grating, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 3722, Location: NICHOLSON TWP .1M S TR 92 (Lat: 41.626794, Lng: -75.768833), Route carried "on" structure: State highway , Year Built: 1984, Status: Open, Structure Length: 4.85m (15.91ft), Average Daily Traffic: 540 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 777 (year 2032), Design Load: HS 20, Features Intersected: TUNKHANNOCK CREEK, Facility Carried by Structure: SR 1031
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.173, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 24.1m (79.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 98.9 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.80m (19.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3722, Location: NICHOLSON TWP .1M S TR 92 (Lat: 41.626794, Lng: -75.768833), Route carried "on" structure: State highway , Year Built: 1984, Status: Open, Structure Length: 4.85m (15.91ft), Average Daily Traffic: 540 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 777 (year 2032), Design Load: HS 20, Features Intersected: TUNKHANNOCK CREEK, Facility Carried by Structure: SR 1031
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.173, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 24.1m (79.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 98.9 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.80m (19.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 40953, Location: NICHOLSON BO 328' S TR 92 (Lat: 41.616494, Lng: -75.795328), Route carried "on" structure: State highway , Year Built: 2000, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 304 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 923 (year 2032), Design Load: HS 25 or greater, Features Intersected: TUNKHANNOCK CREEK, Facility Carried by Structure: SR 1017
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.022, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Poor, Operating Rating: 83.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.50m (18.04ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: November 2019, Underwater Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 40953, Location: NICHOLSON BO 328' S TR 92 (Lat: 41.616494, Lng: -75.795328), Route carried "on" structure: State highway , Year Built: 2000, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 304 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 923 (year 2032), Design Load: HS 25 or greater, Features Intersected: TUNKHANNOCK CREEK, Facility Carried by Structure: SR 1017
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.022, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Poor, Operating Rating: 83.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.50m (18.04ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: November 2019, Underwater Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 52845, Location: NICHOLSON TWP .2M S TR 92 (Lat: 41.604706, Lng: -75.822850), Route carried "on" structure: State highway , Year Built: 2015, Status: Open, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 341 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 999 (year 2032), Design Load: HL 93, Features Intersected: TUNKHANNOCK CREEK, Facility Carried by Structure: SR 1029
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.677, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.2m (86.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 43.4 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: 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: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2019, Underwater Inspection Date: August 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 52845, Location: NICHOLSON TWP .2M S TR 92 (Lat: 41.604706, Lng: -75.822850), Route carried "on" structure: State highway , Year Built: 2015, Status: Open, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 341 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 999 (year 2032), Design Load: HL 93, Features Intersected: TUNKHANNOCK CREEK, Facility Carried by Structure: SR 1029
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.677, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.2m (86.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 43.4 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: 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: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2019, Underwater Inspection Date: August 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 3709, Location: NICHOLSON BORO OVER TR 92 (Lat: 41.625447, Lng: -75.778444), Route carried "under" structure: State highway 92, Year Built: 1948, Structure Length: 0. m, Average Daily Traffic: 3,096 (year 2020), Truck Traffic: 24%, Features Intersected: SR 0092 TR 92, Facility Carried by Structure: SR 0011 TR 11
Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 36.064, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 12.8m (42.0ft)
Structure Number: 3709, Location: NICHOLSON BORO OVER TR 92 (Lat: 41.625447, Lng: -75.778444), Route carried "under" structure: State highway 92, Year Built: 1948, Structure Length: 0. m, Average Daily Traffic: 3,096 (year 2020), Truck Traffic: 24%, Features Intersected: SR 0092 TR 92, Facility Carried by Structure: SR 0011 TR 11
Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 36.064, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 12.8m (42.0ft)