Bridge Statistics for Fremont, New York (NY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 13Number of bridges
- 154ft / 46.5mTotal length
- $22,153,000Total costs
- 3,640Total average daily traffic
- 448Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Fremont
- No street view available for this location
- New bridges - historical statistics
- 1Before 1900
- 21930-1939
- 11950-1959
- 11960-1969
- 21970-1979
- 31980-1989
- 31990-1999
- Reconstructed bridges - Historical Statistics
- 11980-1989
- 11990-1999
- 12000-2009
- 12010-2019
- Bridge Condition - Deck
- 18.2%Excellent
- 27.3%Very good
- 9.1%Good
- 27.3%Satisfactory
- 18.2%Fair
- Bridge Condition - Superstructure
- 16.7%Excellent
- 8.3%Very good
- 33.3%Good
- 8.3%Satisfactory
- 25.0%Fair
- 8.3%Poor
- Bridge Condition - Substructure
- 8.3%Good
- 58.3%Satisfactory
- 33.3%Fair
- Bridge Condition - Channel
- 25.0%Good
- 33.3%Satisfactory
- 41.7%Fair
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Structure Number: 103542, Location: 50 MI NW JCT RTS 97 + 17B (Lat: 41.814222, Lng: -75.089919), Route carried "on" structure: State highway 97, Year Built: 1937, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 750 (year 2018), Truck Traffic: 16%, Average Future Daily Traffic: 782 (year 2040), Design Load: H 20, Features Intersected: HANKINS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 72.228, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 17.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $362,000, Roadway Improvement Cost: $212,000, Total Project Cost: $574,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 103542, Location: 50 MI NW JCT RTS 97 + 17B (Lat: 41.814222, Lng: -75.089919), Route carried "on" structure: State highway 97, Year Built: 1937, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 750 (year 2018), Truck Traffic: 16%, Average Future Daily Traffic: 782 (year 2040), Design Load: H 20, Features Intersected: HANKINS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 72.228, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 17.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $362,000, Roadway Improvement Cost: $212,000, Total Project Cost: $574,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 103543, Location: 7.3MI N.INTERS RTS 97&17B (Lat: 41.844722, Lng: -75.113539), Route carried "on" structure: State highway 97, Year Built: 1989, Status: Open, Structure Length: 22.83m (74.90ft), Average Daily Traffic: 750 (year 2018), Truck Traffic: 16%, Average Future Daily Traffic: 782 (year 2040), Design Load: HS 20, Features Intersected: VIADUCT ROAD, BASKET BRO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 76.331, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 48.4m (158.8ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 41.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 22.82m (74.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $4,904,000, Roadway Improvement Cost: $2,872,000, Total Project Cost: $7,776,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 103543, Location: 7.3MI N.INTERS RTS 97&17B (Lat: 41.844722, Lng: -75.113539), Route carried "on" structure: State highway 97, Year Built: 1989, Status: Open, Structure Length: 22.83m (74.90ft), Average Daily Traffic: 750 (year 2018), Truck Traffic: 16%, Average Future Daily Traffic: 782 (year 2040), Design Load: HS 20, Features Intersected: VIADUCT ROAD, BASKET BRO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 76.331, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 48.4m (158.8ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 41.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 22.82m (74.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $4,904,000, Roadway Improvement Cost: $2,872,000, Total Project Cost: $7,776,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 103544, Location: IN LONG EDDY (Lat: 41.851200, Lng: -75.134381), Route carried "on" structure: State highway 97, Year Built: 1938, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 750 (year 2018), Truck Traffic: 16%, Average Future Daily Traffic: 782 (year 2040), Design Load: H 20, Features Intersected: HOOLIHAN BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 78.471, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, 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: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $405,000, Roadway Improvement Cost: $237,000, Total Project Cost: $642,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 103544, Location: IN LONG EDDY (Lat: 41.851200, Lng: -75.134381), Route carried "on" structure: State highway 97, Year Built: 1938, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 750 (year 2018), Truck Traffic: 16%, Average Future Daily Traffic: 782 (year 2040), Design Load: H 20, Features Intersected: HOOLIHAN BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 78.471, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, 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: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $405,000, Roadway Improvement Cost: $237,000, Total Project Cost: $642,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 109168, Location: HANKINS NY - STALKER PA (Lat: 41.823683, Lng: -75.113100), Route carried "on" structure: ServiceOther road , Year Built: 1889, Year Reconstructed: 2018, Status: Posted for load, Structure Length: 11.73m (38.48ft), Average Daily Traffic: 174 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 244 (year 2038), Features Intersected: DELAWARE RIVER, Facility Carried by Structure: KELLAM-STALKER RD
Minimum Vertical Clearance: 3.98m (13.06ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 3.4m (11.2ft), Material/Design: Steel, Design/Construction: Suspension, Number Of Spans In Main Unit: 1, Length of Maximum Span: 117.0m (383.9ft), Curb-To-Curb Width: 3.4m (11.2ft), Out-to-Out Width: 4.8m (15.7ft)
Condition: Deck: Excellent, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 10.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 10.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of replacement, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 11.73m (38.48ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: December 2021, Critical Feature Inspection Date: December 2021, Bridge Improvement Cost: $5,557,000, Roadway Improvement Cost: $3,254,000, Total Project Cost: $8,811,000 ( Estimate for 2021), Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 109168, Location: HANKINS NY - STALKER PA (Lat: 41.823683, Lng: -75.113100), Route carried "on" structure: ServiceOther road , Year Built: 1889, Year Reconstructed: 2018, Status: Posted for load, Structure Length: 11.73m (38.48ft), Average Daily Traffic: 174 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 244 (year 2038), Features Intersected: DELAWARE RIVER, Facility Carried by Structure: KELLAM-STALKER RD
Minimum Vertical Clearance: 3.98m (13.06ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 3.4m (11.2ft), Material/Design: Steel, Design/Construction: Suspension, Number Of Spans In Main Unit: 1, Length of Maximum Span: 117.0m (383.9ft), Curb-To-Curb Width: 3.4m (11.2ft), Out-to-Out Width: 4.8m (15.7ft)
Condition: Deck: Excellent, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 10.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 10.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of replacement, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 11.73m (38.48ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: December 2021, Critical Feature Inspection Date: December 2021, Bridge Improvement Cost: $5,557,000, Roadway Improvement Cost: $3,254,000, Total Project Cost: $8,811,000 ( Estimate for 2021), Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 222896, Location: 0.7 MI N FREMONT CENTER (Lat: 41.853864, Lng: -75.037025), Route carried "on" structure: Other road , Year Built: 1976, Status: Posted for load, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 141 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 197 (year 2037), Features Intersected: HANKINS CREEK, Facility Carried by Structure: FRIEDENSTEIN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.354, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 24.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 12 months, Inspection Date: April 2021, Bridge Improvement Cost: $273,000, Roadway Improvement Cost: $160,000, Total Project Cost: $433,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 222896, Location: 0.7 MI N FREMONT CENTER (Lat: 41.853864, Lng: -75.037025), Route carried "on" structure: Other road , Year Built: 1976, Status: Posted for load, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 141 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 197 (year 2037), Features Intersected: HANKINS CREEK, Facility Carried by Structure: FRIEDENSTEIN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.354, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 24.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 12 months, Inspection Date: April 2021, Bridge Improvement Cost: $273,000, Roadway Improvement Cost: $160,000, Total Project Cost: $433,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 222899, Location: 2.5 MI NORTH OF MILESES (Lat: 41.873089, Lng: -75.071658), Route carried "on" structure: Other road , Year Built: 1988, Year Reconstructed: 2009, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 17 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 24 (year 2039), Features Intersected: E BR BASKET CREEK, Facility Carried by Structure: MORRIS TURK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.3m (17.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Fair, 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: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.31m (4.30ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2021, Critical Feature Inspection Date: October 2021, Bridge Improvement Cost: $657,000, Roadway Improvement Cost: $385,000, Total Project Cost: $1,041,000 ( Estimate for 2021), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 222899, Location: 2.5 MI NORTH OF MILESES (Lat: 41.873089, Lng: -75.071658), Route carried "on" structure: Other road , Year Built: 1988, Year Reconstructed: 2009, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 17 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 24 (year 2039), Features Intersected: E BR BASKET CREEK, Facility Carried by Structure: MORRIS TURK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.3m (17.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Fair, 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: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.31m (4.30ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2021, Critical Feature Inspection Date: October 2021, Bridge Improvement Cost: $657,000, Roadway Improvement Cost: $385,000, Total Project Cost: $1,041,000 ( Estimate for 2021), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 335579, Location: 1.1 MI NE OF HANKINS (Lat: 41.830783, Lng: -75.084350), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 314 (year 2019), Truck Traffic: 11%, Average Future Daily Traffic: 440 (year 2039), Features Intersected: HANKINS CREEK, Facility Carried by Structure: HANKINS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.430, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), 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: 15.8m (51.8ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 83.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $501,000, Roadway Improvement Cost: $293,000, Total Project Cost: $795,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 335579, Location: 1.1 MI NE OF HANKINS (Lat: 41.830783, Lng: -75.084350), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 314 (year 2019), Truck Traffic: 11%, Average Future Daily Traffic: 440 (year 2039), Features Intersected: HANKINS CREEK, Facility Carried by Structure: HANKINS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.430, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), 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: 15.8m (51.8ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 83.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $501,000, Roadway Improvement Cost: $293,000, Total Project Cost: $795,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 33558, Location: IN FREMONT CENTER (Lat: 41.842772, Lng: -75.042153), Route carried "on" structure: County highway , Year Built: 1998, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 297 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 416 (year 2036), Design Load: HS 25 or greater, Features Intersected: HANKINS CREEK, Facility Carried by Structure: HANKINS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.031, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Inventory Rating: 61.7 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $273,000, Roadway Improvement Cost: $160,000, Total Project Cost: $433,000 ( Estimate for 2021)
Structure Number: 33558, Location: IN FREMONT CENTER (Lat: 41.842772, Lng: -75.042153), Route carried "on" structure: County highway , Year Built: 1998, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 297 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 416 (year 2036), Design Load: HS 25 or greater, Features Intersected: HANKINS CREEK, Facility Carried by Structure: HANKINS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.031, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Inventory Rating: 61.7 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $273,000, Roadway Improvement Cost: $160,000, Total Project Cost: $433,000 ( Estimate for 2021)
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Structure Number: 335662, Location: 2.4 MI E OF LONG EDDY (Lat: 41.859597, Lng: -75.096083), Route carried "on" structure: Other road , Year Built: 1974, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 54 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 76 (year 2039), Design Load: H 20, Features Intersected: N BR BASKET CREEK, Facility Carried by Structure: BASKET ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), 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: 6.0m (19.7ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.1 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: Meets minimum limits, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $301,000, Roadway Improvement Cost: $176,000, Total Project Cost: $477,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 335662, Location: 2.4 MI E OF LONG EDDY (Lat: 41.859597, Lng: -75.096083), Route carried "on" structure: Other road , Year Built: 1974, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 54 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 76 (year 2039), Design Load: H 20, Features Intersected: N BR BASKET CREEK, Facility Carried by Structure: BASKET ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), 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: 6.0m (19.7ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.1 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: Meets minimum limits, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $301,000, Roadway Improvement Cost: $176,000, Total Project Cost: $477,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 335664, Location: AT MILESES (Lat: 41.835792, Lng: -75.066336), Route carried "on" structure: Other road , Year Built: 1996, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 14 (year 2018), Average Future Daily Traffic: 20 (year 2038), Features Intersected: HANKINS CREEK, Facility Carried by Structure: SIPPLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.097, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 4.8m (15.7ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Fair, Channel: Fair, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.55m (5.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $219,000, Roadway Improvement Cost: $128,000, Total Project Cost: $347,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 335664, Location: AT MILESES (Lat: 41.835792, Lng: -75.066336), Route carried "on" structure: Other road , Year Built: 1996, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 14 (year 2018), Average Future Daily Traffic: 20 (year 2038), Features Intersected: HANKINS CREEK, Facility Carried by Structure: SIPPLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.097, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 4.8m (15.7ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Fair, Channel: Fair, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.55m (5.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $219,000, Roadway Improvement Cost: $128,000, Total Project Cost: $347,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 335665, Location: 0.8 MI E OF MILESES (Lat: 41.834039, Lng: -75.050311), Route carried "on" structure: Alternate Other road , Year Built: 1965, Year Reconstructed: 1998, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 169 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 237 (year 2039), Design Load: HS 20, Features Intersected: HANKINS CREEK, Facility Carried by Structure: NEWMAN HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.901, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 50.8 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $305,000, Roadway Improvement Cost: $179,000, Total Project Cost: $483,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 335665, Location: 0.8 MI E OF MILESES (Lat: 41.834039, Lng: -75.050311), Route carried "on" structure: Alternate Other road , Year Built: 1965, Year Reconstructed: 1998, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 169 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 237 (year 2039), Design Load: HS 20, Features Intersected: HANKINS CREEK, Facility Carried by Structure: NEWMAN HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.901, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 50.8 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $305,000, Roadway Improvement Cost: $179,000, Total Project Cost: $483,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 335666, Location: IN LONG EDDY (Lat: 41.852697, Lng: -75.137236), Route carried "on" structure: Spur Other road , Year Built: 1959, Year Reconstructed: 1992, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 10 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 14 (year 2037), Design Load: HS 20, Features Intersected: PEA BROOK, Facility Carried by Structure: ACID FACTORY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.257, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.7m (31.8ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Satisfactory, Channel: Fair, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.03m (3.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $215,000, Roadway Improvement Cost: $126,000, Total Project Cost: $341,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 335666, Location: IN LONG EDDY (Lat: 41.852697, Lng: -75.137236), Route carried "on" structure: Spur Other road , Year Built: 1959, Year Reconstructed: 1992, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 10 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 14 (year 2037), Design Load: HS 20, Features Intersected: PEA BROOK, Facility Carried by Structure: ACID FACTORY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.257, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.7m (31.8ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Satisfactory, Channel: Fair, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.03m (3.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $215,000, Roadway Improvement Cost: $126,000, Total Project Cost: $341,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 103543, Location: 7.3MI N.INTERS RTS 97&17B (Lat: 41.844722, Lng: -75.113539), Route carried "under" structure: Other road , Year Built: 1989, Structure Length: 0. m, Average Daily Traffic: 200 (year 2000), Features Intersected: VIADUCT ROAD, BASKET BRO, Facility Carried by Structure: RTE 97
Minimum Vertical Clearance: 16.99m (55.74ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 48.4m (158.8ft)
Structure Number: 103543, Location: 7.3MI N.INTERS RTS 97&17B (Lat: 41.844722, Lng: -75.113539), Route carried "under" structure: Other road , Year Built: 1989, Structure Length: 0. m, Average Daily Traffic: 200 (year 2000), Features Intersected: VIADUCT ROAD, BASKET BRO, Facility Carried by Structure: RTE 97
Minimum Vertical Clearance: 16.99m (55.74ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 48.4m (158.8ft)