Bridge Statistics for Southport, New York (NY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 25Number of bridges
- 236ft / 71.9mTotal length
- $43,444,000Total costs
- 21,642Total average daily traffic
- 1,232Total average daily truck traffic
- 26,326Total future (year 2036) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Southport
- No street view available for this location
- New bridges - historical statistics
- 41930-1939
- 41960-1969
- 31970-1979
- 11980-1989
- 31990-1999
- 42000-2009
- 52010-2019
- 12020-2022
- Reconstructed bridges - Historical Statistics
- 21980-1989
- 21990-1999
- 12000-2009
- Bridge Condition - Deck
- 27.3%Excellent
- 4.5%Very good
- 45.5%Good
- 22.7%Satisfactory
- Bridge Condition - Superstructure
- 31.8%Excellent
- 4.5%Very good
- 31.8%Good
- 22.7%Satisfactory
- 4.5%Fair
- 4.5%Poor
- Bridge Condition - Substructure
- 18.2%Excellent
- 4.5%Very good
- 40.9%Good
- 9.1%Satisfactory
- 27.3%Fair
- Bridge Condition - Channel
- 4.0%Excellent
- 12.0%Very good
- 20.0%Good
- 40.0%Satisfactory
- 20.0%Fair
- 4.0%Poor
- Bridge Condition - Culverts
- 33.3%Excellent
- 66.7%Fair
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Structure Number: 101071, Location: .3 MI S JCT SR 328 & SR14 (Lat: 42.050367, Lng: -76.821514), Route carried "on" structure: State highway 14, Year Built: 2002, Status: Open, Structure Length: 5.52m (18.11ft), Average Daily Traffic: 3,024 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 3,673 (year 2040), Design Load: HS 25 or greater, Features Intersected: SOUTH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.742, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.1m (79.1ft), Curb-To-Curb Width: 17.0m (55.8ft), Out-to-Out Width: 17.2m (56.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 77.1 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.51m (18.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $1,939,000, Roadway Improvement Cost: $1,135,000, Total Project Cost: $3,074,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 101071, Location: .3 MI S JCT SR 328 & SR14 (Lat: 42.050367, Lng: -76.821514), Route carried "on" structure: State highway 14, Year Built: 2002, Status: Open, Structure Length: 5.52m (18.11ft), Average Daily Traffic: 3,024 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 3,673 (year 2040), Design Load: HS 25 or greater, Features Intersected: SOUTH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.742, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.1m (79.1ft), Curb-To-Curb Width: 17.0m (55.8ft), Out-to-Out Width: 17.2m (56.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 77.1 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.51m (18.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $1,939,000, Roadway Improvement Cost: $1,135,000, Total Project Cost: $3,074,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 101072, Location: .1 MI S JCT SR 328 & SR14 (Lat: 42.052942, Lng: -76.820739), Route carried "on" structure: State highway 14, Year Built: 2002, Status: Open, Structure Length: 9.54m (31.30ft), Average Daily Traffic: 3,024 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 3,673 (year 2040), Design Load: HS 25 or greater, Features Intersected: SEELEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.047, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 24 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.8m (97.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 20.6m (67.6ft), Out-to-Out Width: 22.1m (72.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.54m (31.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $4,571,000, Roadway Improvement Cost: $2,677,000, Total Project Cost: $7,247,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 101072, Location: .1 MI S JCT SR 328 & SR14 (Lat: 42.052942, Lng: -76.820739), Route carried "on" structure: State highway 14, Year Built: 2002, Status: Open, Structure Length: 9.54m (31.30ft), Average Daily Traffic: 3,024 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 3,673 (year 2040), Design Load: HS 25 or greater, Features Intersected: SEELEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.047, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 24 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.8m (97.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 20.6m (67.6ft), Out-to-Out Width: 22.1m (72.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.54m (31.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $4,571,000, Roadway Improvement Cost: $2,677,000, Total Project Cost: $7,247,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1045951, Location: 3.1 MI NE JCT RTE 328 +CL (Lat: 42.034258, Lng: -76.868142), Route carried "on" structure: State highway 328, Year Built: 1961, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 2,415 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 2,426 (year 2040), Features Intersected: DRY RUN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.197, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.5m (60.7ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 45.7 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: 35.0 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: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.95m (6.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $844,000, Roadway Improvement Cost: $494,000, Total Project Cost: $1,338,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1045951, Location: 3.1 MI NE JCT RTE 328 +CL (Lat: 42.034258, Lng: -76.868142), Route carried "on" structure: State highway 328, Year Built: 1961, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 2,415 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 2,426 (year 2040), Features Intersected: DRY RUN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.197, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.5m (60.7ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 45.7 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: 35.0 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: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.95m (6.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $844,000, Roadway Improvement Cost: $494,000, Total Project Cost: $1,338,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1045952, Location: 3.1 MI NE JCT RTE 328 +CL (Lat: 42.033842, Lng: -76.867833), Route carried "on" structure: State highway 328, Year Built: 1961, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 2,415 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 2,426 (year 2040), Design Load: HS 20+Mod, Features Intersected: DRY RUN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.197, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.3m (56.8ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 48.9 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: 37.6 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: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.88m (6.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $847,000, Roadway Improvement Cost: $496,000, Total Project Cost: $1,344,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1045952, Location: 3.1 MI NE JCT RTE 328 +CL (Lat: 42.033842, Lng: -76.867833), Route carried "on" structure: State highway 328, Year Built: 1961, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 2,415 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 2,426 (year 2040), Design Load: HS 20+Mod, Features Intersected: DRY RUN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.197, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.3m (56.8ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 48.9 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: 37.6 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: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.88m (6.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $847,000, Roadway Improvement Cost: $496,000, Total Project Cost: $1,344,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 104967, Location: 0.1 MI SW ON ELMIRA+CATON (Lat: 42.082067, Lng: -76.867008), Route carried "on" structure: State highway 225, Year Built: 1975, Year Reconstructed: 2004, Status: Open, Structure Length: 18.44m (60.50ft), Average Daily Traffic: 1,001 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 1,216 (year 2040), Design Load: HS 20+Mod, Features Intersected: CHEMUNG RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.257, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 50.2m (164.7ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 72.6 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: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 18.44m (60.50ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2020, Underwater Inspection Date: June 2018, Bridge Improvement Cost: $6,452,000, Roadway Improvement Cost: $3,778,000, Total Project Cost: $10,231,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 104967, Location: 0.1 MI SW ON ELMIRA+CATON (Lat: 42.082067, Lng: -76.867008), Route carried "on" structure: State highway 225, Year Built: 1975, Year Reconstructed: 2004, Status: Open, Structure Length: 18.44m (60.50ft), Average Daily Traffic: 1,001 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 1,216 (year 2040), Design Load: HS 20+Mod, Features Intersected: CHEMUNG RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.257, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 50.2m (164.7ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 72.6 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: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 18.44m (60.50ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2020, Underwater Inspection Date: June 2018, Bridge Improvement Cost: $6,452,000, Roadway Improvement Cost: $3,778,000, Total Project Cost: $10,231,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 225502, Location: 2.5 MI S JCT RTS 14 + 328 (Lat: 42.023569, Lng: -76.840747), Route carried "on" structure: Other road , Year Built: 2001, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 7 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 10 (year 2036), Features Intersected: CHRISTIAN HOLLOW, Facility Carried by Structure: MILLER HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Good, Channel: Satisfactory, Operating Rating: 77.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $251,000, Roadway Improvement Cost: $147,000, Total Project Cost: $398,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 225502, Location: 2.5 MI S JCT RTS 14 + 328 (Lat: 42.023569, Lng: -76.840747), Route carried "on" structure: Other road , Year Built: 2001, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 7 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 10 (year 2036), Features Intersected: CHRISTIAN HOLLOW, Facility Carried by Structure: MILLER HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Good, Channel: Satisfactory, Operating Rating: 77.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $251,000, Roadway Improvement Cost: $147,000, Total Project Cost: $398,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 226909, Location: 1.0 MI S OF NYS ROUTE 328 (Lat: 42.026614, Lng: -76.877614), Route carried "on" structure: ServiceOther road , Year Built: 2017, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 345 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 483 (year 2038), Design Load: HL 93, Features Intersected: BIRD CREEK, Facility Carried by Structure: PINE HILL DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.129, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 73.5 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: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $522,000, Roadway Improvement Cost: $306,000, Total Project Cost: $828,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 226909, Location: 1.0 MI S OF NYS ROUTE 328 (Lat: 42.026614, Lng: -76.877614), Route carried "on" structure: ServiceOther road , Year Built: 2017, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 345 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 483 (year 2038), Design Load: HL 93, Features Intersected: BIRD CREEK, Facility Carried by Structure: PINE HILL DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.129, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 73.5 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: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $522,000, Roadway Improvement Cost: $306,000, Total Project Cost: $828,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 227133, Location: Elston Hollow Road (Lat: 42.088528, Lng: -76.718817), Route carried "on" structure: County highway , Year Built: 2016, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 135 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 189 (year 2040), Design Load: HL 93, Features Intersected: Trib. Baldwin Creek, Facility Carried by Structure: Elston Hollow Road
Minimum Vertical Clearance: 32.69m (107.25ft), Kilometerpoint: 0.724, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft)
Condition: Channel: Fair, Culverts: Excellent, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $111,000, Roadway Improvement Cost: $65,000, Total Project Cost: $176,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 227133, Location: Elston Hollow Road (Lat: 42.088528, Lng: -76.718817), Route carried "on" structure: County highway , Year Built: 2016, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 135 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 189 (year 2040), Design Load: HL 93, Features Intersected: Trib. Baldwin Creek, Facility Carried by Structure: Elston Hollow Road
Minimum Vertical Clearance: 32.69m (107.25ft), Kilometerpoint: 0.724, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft)
Condition: Channel: Fair, Culverts: Excellent, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $111,000, Roadway Improvement Cost: $65,000, Total Project Cost: $176,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 33308, Location: 2.8 MI E OF ELMIRA (Lat: 42.083269, Lng: -76.753814), Route carried "on" structure: County highway , Year Built: 2014, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 1,024 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 1,434 (year 2036), Design Load: HL 93, Features Intersected: GOLDSMITH CREEK, Facility Carried by Structure: CR 1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.703, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), 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: 15.8m (51.8ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.2 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.67m (5.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $530,000, Roadway Improvement Cost: $310,000, Total Project Cost: $840,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 33308, Location: 2.8 MI E OF ELMIRA (Lat: 42.083269, Lng: -76.753814), Route carried "on" structure: County highway , Year Built: 2014, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 1,024 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 1,434 (year 2036), Design Load: HL 93, Features Intersected: GOLDSMITH CREEK, Facility Carried by Structure: CR 1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.703, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), 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: 15.8m (51.8ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.2 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.67m (5.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $530,000, Roadway Improvement Cost: $310,000, Total Project Cost: $840,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 333081, Location: 5 MILES EAST OF ELMIRA (Lat: 42.082672, Lng: -76.716853), Route carried "on" structure: County highway , Year Built: 1934, Year Reconstructed: 1988, Status: Posted for load, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,235 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 1,729 (year 2040), Features Intersected: ELSTON HOLLOW CRK, Facility Carried by Structure: CR01 BREESPORT RO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.854, 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: 6.4m (21.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 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: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 12 months, Inspection Date: September 2021, Bridge Improvement Cost: $238,000, Roadway Improvement Cost: $139,000, Total Project Cost: $377,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 333081, Location: 5 MILES EAST OF ELMIRA (Lat: 42.082672, Lng: -76.716853), Route carried "on" structure: County highway , Year Built: 1934, Year Reconstructed: 1988, Status: Posted for load, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,235 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 1,729 (year 2040), Features Intersected: ELSTON HOLLOW CRK, Facility Carried by Structure: CR01 BREESPORT RO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.854, 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: 6.4m (21.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 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: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 12 months, Inspection Date: September 2021, Bridge Improvement Cost: $238,000, Roadway Improvement Cost: $139,000, Total Project Cost: $377,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 333087, Location: 3.0 MI N OF LOWMAN (Lat: 42.065072, Lng: -76.733883), Route carried "on" structure: County highway , Year Built: 1938, Year Reconstructed: 1991, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 410 (year 2018), Truck Traffic: 15%, Average Future Daily Traffic: 574 (year 2038), Design Load: HS 20, Features Intersected: BALDWIN CREEK, Facility Carried by Structure: CR02 LOWMAN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.602, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), 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: 24.3m (79.7ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.68m (8.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $857,000, Roadway Improvement Cost: $502,000, Total Project Cost: $1,359,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 333087, Location: 3.0 MI N OF LOWMAN (Lat: 42.065072, Lng: -76.733883), Route carried "on" structure: County highway , Year Built: 1938, Year Reconstructed: 1991, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 410 (year 2018), Truck Traffic: 15%, Average Future Daily Traffic: 574 (year 2038), Design Load: HS 20, Features Intersected: BALDWIN CREEK, Facility Carried by Structure: CR02 LOWMAN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.602, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), 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: 24.3m (79.7ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.68m (8.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $857,000, Roadway Improvement Cost: $502,000, Total Project Cost: $1,359,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 333119, Location: 3.5 MI S OF ELMIRA (Lat: 42.042981, Lng: -76.822289), Route carried "on" structure: County highway , Year Built: 1978, Status: Open, Structure Length: 2.99m (9.81ft), Average Daily Traffic: 668 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 935 (year 2038), Design Load: HS 20, Features Intersected: SOUTH CREEK, Facility Carried by Structure: CR26 CHRISTIAN HO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.599, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 76.1 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: 58.6 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.98m (9.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $1,027,000, Roadway Improvement Cost: $601,000, Total Project Cost: $1,628,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 333119, Location: 3.5 MI S OF ELMIRA (Lat: 42.042981, Lng: -76.822289), Route carried "on" structure: County highway , Year Built: 1978, Status: Open, Structure Length: 2.99m (9.81ft), Average Daily Traffic: 668 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 935 (year 2038), Design Load: HS 20, Features Intersected: SOUTH CREEK, Facility Carried by Structure: CR26 CHRISTIAN HO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.599, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 76.1 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: 58.6 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.98m (9.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $1,027,000, Roadway Improvement Cost: $601,000, Total Project Cost: $1,628,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 33312, Location: 1.0 MI E OF SEELEY CREEK (Lat: 42.009206, Lng: -76.874347), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 323 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 452 (year 2038), Design Load: HS 20, Features Intersected: BIRD CREEK, Facility Carried by Structure: CR27 BIRD CREEK R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.949, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.2m (36.7ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 68.9 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.21m (3.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $730,000, Roadway Improvement Cost: $427,000, Total Project Cost: $1,157,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 33312, Location: 1.0 MI E OF SEELEY CREEK (Lat: 42.009206, Lng: -76.874347), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 323 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 452 (year 2038), Design Load: HS 20, Features Intersected: BIRD CREEK, Facility Carried by Structure: CR27 BIRD CREEK R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.949, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.2m (36.7ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 68.9 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.21m (3.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $730,000, Roadway Improvement Cost: $427,000, Total Project Cost: $1,157,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 333121, Location: 1.0 MI W OF PINE CITY (Lat: 42.039236, Lng: -76.883731), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 493 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 690 (year 2038), Features Intersected: DRY RUN, Facility Carried by Structure: CR29 DRY RUN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.335, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 16.8 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: 13.0 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $284,000, Roadway Improvement Cost: $166,000, Total Project Cost: $450,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 333121, Location: 1.0 MI W OF PINE CITY (Lat: 42.039236, Lng: -76.883731), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 493 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 690 (year 2038), Features Intersected: DRY RUN, Facility Carried by Structure: CR29 DRY RUN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.335, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 16.8 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: 13.0 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $284,000, Roadway Improvement Cost: $166,000, Total Project Cost: $450,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 333147, Location: 0.8 MI SW OF PINE CITY (Lat: 42.030381, Lng: -76.880158), Route carried "on" structure: County highway , Year Built: 2021, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 1,208 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 1,494 (year 2040), Design Load: HL 93, Features Intersected: BIRD CREEK, Facility Carried by Structure: CR69 PENNSYLVANIA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.494, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 84.4 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: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.18m (3.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $563,000, Roadway Improvement Cost: $330,000, Total Project Cost: $893,000 ( 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: 333147, Location: 0.8 MI SW OF PINE CITY (Lat: 42.030381, Lng: -76.880158), Route carried "on" structure: County highway , Year Built: 2021, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 1,208 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 1,494 (year 2040), Design Load: HL 93, Features Intersected: BIRD CREEK, Facility Carried by Structure: CR69 PENNSYLVANIA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.494, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 84.4 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: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.18m (3.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $563,000, Roadway Improvement Cost: $330,000, Total Project Cost: $893,000 ( 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: 333148, Location: .5 MILE SW OF PINE CITY (Lat: 42.033217, Lng: -76.877269), Route carried "on" structure: County highway , Year Built: 1938, Year Reconstructed: 2005, Status: Posted for load, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 1,208 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 1,494 (year 2040), Design Load: H 20, Features Intersected: SEELEY CREEK, Facility Carried by Structure: CR69 PENNSYLVANIA
Minimum Vertical Clearance: 4.49m (14.73ft), Kilometerpoint: 2.896, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 63.7m (209.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Good, Superstructure: Poor, Substructure: Good, Channel: Satisfactory, Operating Rating: 7.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 3.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 6.40m (21.00ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: August 2021, Critical Feature Inspection Date: August 2021, Bridge Improvement Cost: $3,528,000, Roadway Improvement Cost: $2,066,000, Total Project Cost: $5,594,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 333148, Location: .5 MILE SW OF PINE CITY (Lat: 42.033217, Lng: -76.877269), Route carried "on" structure: County highway , Year Built: 1938, Year Reconstructed: 2005, Status: Posted for load, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 1,208 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 1,494 (year 2040), Design Load: H 20, Features Intersected: SEELEY CREEK, Facility Carried by Structure: CR69 PENNSYLVANIA
Minimum Vertical Clearance: 4.49m (14.73ft), Kilometerpoint: 2.896, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 63.7m (209.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Good, Superstructure: Poor, Substructure: Good, Channel: Satisfactory, Operating Rating: 7.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 3.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 6.40m (21.00ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: August 2021, Critical Feature Inspection Date: August 2021, Bridge Improvement Cost: $3,528,000, Roadway Improvement Cost: $2,066,000, Total Project Cost: $5,594,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 333154, Location: 3.5 MI W OF ELMIRA (Lat: 42.082967, Lng: -76.869894), Route carried "on" structure: Other road , Year Built: 1934, Year Reconstructed: 1990, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 267 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 374 (year 2040), Design Load: HS 20, Features Intersected: HENDY CREEK, Facility Carried by Structure: GOLDEN GLOW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.177, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 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: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $250,000, Roadway Improvement Cost: $147,000, Total Project Cost: $397,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 333154, Location: 3.5 MI W OF ELMIRA (Lat: 42.082967, Lng: -76.869894), Route carried "on" structure: Other road , Year Built: 1934, Year Reconstructed: 1990, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 267 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 374 (year 2040), Design Load: HS 20, Features Intersected: HENDY CREEK, Facility Carried by Structure: GOLDEN GLOW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.177, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 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: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $250,000, Roadway Improvement Cost: $147,000, Total Project Cost: $397,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 33316, Location: 3.7 MI WEST OF ELMIRA (Lat: 42.083242, Lng: -76.874697), Route carried "on" structure: Other road , Year Built: 1960, Year Reconstructed: 2021, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 306 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 428 (year 2040), Design Load: HL 93, Features Intersected: HENDY CREEK, Facility Carried by Structure: BROOKLINE AVENUE
Minimum Vertical Clearance: 32.69m (107.25ft), Kilometerpoint: 0.209, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Good, Channel: Good, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $396,000, Roadway Improvement Cost: $232,000, Total Project Cost: $628,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 33316, Location: 3.7 MI WEST OF ELMIRA (Lat: 42.083242, Lng: -76.874697), Route carried "on" structure: Other road , Year Built: 1960, Year Reconstructed: 2021, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 306 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 428 (year 2040), Design Load: HL 93, Features Intersected: HENDY CREEK, Facility Carried by Structure: BROOKLINE AVENUE
Minimum Vertical Clearance: 32.69m (107.25ft), Kilometerpoint: 0.209, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Good, Channel: Good, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $396,000, Roadway Improvement Cost: $232,000, Total Project Cost: $628,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 333174, Location: 4.3 MI SE OF ELMIRA (Lat: 42.058700, Lng: -76.735689), Route carried "on" structure: Other road , Year Built: 1993, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 34 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 48 (year 2036), Features Intersected: BALDWIN CREEK, Facility Carried by Structure: JENKINS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.850, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.5m (60.7ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.95m (6.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $337,000, Roadway Improvement Cost: $198,000, Total Project Cost: $535,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 333174, Location: 4.3 MI SE OF ELMIRA (Lat: 42.058700, Lng: -76.735689), Route carried "on" structure: Other road , Year Built: 1993, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 34 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 48 (year 2036), Features Intersected: BALDWIN CREEK, Facility Carried by Structure: JENKINS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.850, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.5m (60.7ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.95m (6.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $337,000, Roadway Improvement Cost: $198,000, Total Project Cost: $535,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 333175, Location: 3.9 MI SE OF ELMIRA (Lat: 42.066725, Lng: -76.739319), Route carried "on" structure: Other road , Year Built: 2017, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 34 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 48 (year 2036), Design Load: HS 25 or greater, Features Intersected: GOLDSMITH CREEK, Facility Carried by Structure: JENKINS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.756, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 4.1m (13.5ft), Out-to-Out Width: 4.2m (13.8ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Poor, Operating Rating: 62.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 44.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.46m (8.07ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2021, Critical Feature Inspection Date: August 2021, Bridge Improvement Cost: $866,000, Roadway Improvement Cost: $507,000, Total Project Cost: $1,373,000 ( Estimate for 2021), Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 333175, Location: 3.9 MI SE OF ELMIRA (Lat: 42.066725, Lng: -76.739319), Route carried "on" structure: Other road , Year Built: 2017, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 34 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 48 (year 2036), Design Load: HS 25 or greater, Features Intersected: GOLDSMITH CREEK, Facility Carried by Structure: JENKINS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.756, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 4.1m (13.5ft), Out-to-Out Width: 4.2m (13.8ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Poor, Operating Rating: 62.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 44.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.46m (8.07ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2021, Critical Feature Inspection Date: August 2021, Bridge Improvement Cost: $866,000, Roadway Improvement Cost: $507,000, Total Project Cost: $1,373,000 ( Estimate for 2021), Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 333176, Location: 4.0 MI SE OF ELMIRA (Lat: 42.071978, Lng: -76.732544), Route carried "on" structure: Other road , Year Built: 2009, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 40 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 56 (year 2036), Design Load: HS 25 or greater, Features Intersected: BALDWIN CREEK, Facility Carried by Structure: GREATSINGER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.129, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 4.2m (13.8ft), Out-to-Out Width: 4.2m (13.8ft)
Condition: Deck: Good, Superstructure: Excellent, Substructure: Good, Channel: Very good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.16m (7.09ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2021, Critical Feature Inspection Date: November 2021, Bridge Improvement Cost: $665,000, Roadway Improvement Cost: $390,000, Total Project Cost: $1,055,000 ( Estimate for 2021), Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 333176, Location: 4.0 MI SE OF ELMIRA (Lat: 42.071978, Lng: -76.732544), Route carried "on" structure: Other road , Year Built: 2009, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 40 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 56 (year 2036), Design Load: HS 25 or greater, Features Intersected: BALDWIN CREEK, Facility Carried by Structure: GREATSINGER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.129, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 4.2m (13.8ft), Out-to-Out Width: 4.2m (13.8ft)
Condition: Deck: Good, Superstructure: Excellent, Substructure: Good, Channel: Very good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.16m (7.09ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2021, Critical Feature Inspection Date: November 2021, Bridge Improvement Cost: $665,000, Roadway Improvement Cost: $390,000, Total Project Cost: $1,055,000 ( Estimate for 2021), Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 333192, Location: 4.7 MI W OF ELMIRA (Lat: 42.077972, Lng: -76.892992), Route carried "on" structure: Other road , Year Built: 2016, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 60 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 84 (year 2038), Design Load: HL 93, Features Intersected: HENDY CREEK, Facility Carried by Structure: LEACH HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.1m (23.3ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 67.4 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: 51.8 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: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.21m (3.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $339,000, Roadway Improvement Cost: $198,000, Total Project Cost: $537,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 333192, Location: 4.7 MI W OF ELMIRA (Lat: 42.077972, Lng: -76.892992), Route carried "on" structure: Other road , Year Built: 2016, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 60 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 84 (year 2038), Design Load: HL 93, Features Intersected: HENDY CREEK, Facility Carried by Structure: LEACH HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.1m (23.3ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 67.4 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: 51.8 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: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.21m (3.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $339,000, Roadway Improvement Cost: $198,000, Total Project Cost: $537,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 335778, Location: 5.0 MI W OF ELMIRA (Lat: 42.076031, Lng: -76.902403), Route carried "on" structure: County highway 225, Year Built: 1965, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 629 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 656 (year 2040), Design Load: HS 20, Features Intersected: HENDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.524, 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: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $463,000, Roadway Improvement Cost: $271,000, Total Project Cost: $734,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 335778, Location: 5.0 MI W OF ELMIRA (Lat: 42.076031, Lng: -76.902403), Route carried "on" structure: County highway 225, Year Built: 1965, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 629 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 656 (year 2040), Design Load: HS 20, Features Intersected: HENDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.524, 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: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $463,000, Roadway Improvement Cost: $271,000, Total Project Cost: $734,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 33684, Location: 0.9 MILES NW OF PINE CITY (Lat: 42.040603, Lng: -76.888247), Route carried "on" structure: County highway , Year Built: 1975, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 493 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 690 (year 2038), Features Intersected: DRY RUN, Facility Carried by Structure: CR29 DRY RUN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.786, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $158,000, Roadway Improvement Cost: $93,000, Total Project Cost: $251,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 33684, Location: 0.9 MILES NW OF PINE CITY (Lat: 42.040603, Lng: -76.888247), Route carried "on" structure: County highway , Year Built: 1975, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 493 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 690 (year 2038), Features Intersected: DRY RUN, Facility Carried by Structure: CR29 DRY RUN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.786, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $158,000, Roadway Improvement Cost: $93,000, Total Project Cost: $251,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 33694, Location: IN PINE CITY (Lat: 42.036664, Lng: -76.869864), Route carried "on" structure: County highway , Year Built: 1997, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 844 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 1,044 (year 2040), Design Load: HS 25 or greater, Features Intersected: DRY RUN CREEK, Facility Carried by Structure: CR69 PENNSYLVANIA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.636, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 1 degrees, Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 79.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, 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: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $631,000, Roadway Improvement Cost: $369,000, Total Project Cost: $1,000,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 33694, Location: IN PINE CITY (Lat: 42.036664, Lng: -76.869864), Route carried "on" structure: County highway , Year Built: 1997, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 844 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 1,044 (year 2040), Design Load: HS 25 or greater, Features Intersected: DRY RUN CREEK, Facility Carried by Structure: CR69 PENNSYLVANIA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.636, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 1 degrees, Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 79.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, 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: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $631,000, Roadway Improvement Cost: $369,000, Total Project Cost: $1,000,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous