Bridge Statistics for Ellicottville, New York (NY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 15Number of bridges
- 62ft / 19.3mTotal length
- $17,871,000Total costs
- 29,906Total average daily traffic
- 4,340Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Ellicottville
- No street view available for this location
- New bridges - historical statistics
- 11900-1909
- 11930-1939
- 51950-1959
- 21970-1979
- 21980-1989
- 31990-1999
- 12000-2009
- Bridge Condition - Deck
- 18.2%Very good
- 45.5%Good
- 9.1%Satisfactory
- 27.3%Fair
- Bridge Condition - Superstructure
- 9.1%Excellent
- 9.1%Very good
- 45.5%Good
- 9.1%Satisfactory
- 18.2%Fair
- 9.1%Poor
- Bridge Condition - Substructure
- 9.1%Excellent
- 18.2%Very good
- 45.5%Good
- 18.2%Satisfactory
- 9.1%Fair
- Bridge Condition - Channel
- 14.3%Very good
- 21.4%Good
- 50.0%Satisfactory
- 14.3%Poor
- Bridge Condition - Culverts
- 33.3%Very good
- 33.3%Good
- 33.3%Poor
Find on map >> Show street view
Structure Number: 104153, Location: 3.9 MI N JCT US219 & SH98 (Lat: 42.263892, Lng: -78.663253), Route carried "on" structure: US 219, Year Built: 1950, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 5,149 (year 2018), Truck Traffic: 17%, Average Future Daily Traffic: 5,197 (year 2040), Design Load: H 20, Features Intersected: BR GREAT VLLY CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.699, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, 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: April 2020, Bridge Improvement Cost: $461,000, Roadway Improvement Cost: $270,000, Total Project Cost: $731,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 104153, Location: 3.9 MI N JCT US219 & SH98 (Lat: 42.263892, Lng: -78.663253), Route carried "on" structure: US 219, Year Built: 1950, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 5,149 (year 2018), Truck Traffic: 17%, Average Future Daily Traffic: 5,197 (year 2040), Design Load: H 20, Features Intersected: BR GREAT VLLY CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.699, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, 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: April 2020, Bridge Improvement Cost: $461,000, Roadway Improvement Cost: $270,000, Total Project Cost: $731,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Find on map >> Show street view
Structure Number: 104154, Location: 4.4 MI N JCT RTS 219 + 98 (Lat: 42.269825, Lng: -78.668733), Route carried "on" structure: US 219, Year Built: 1950, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 5,149 (year 2018), Truck Traffic: 17%, Average Future Daily Traffic: 5,197 (year 2040), Design Load: H 20, Features Intersected: PLUM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.503, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $396,000, Roadway Improvement Cost: $232,000, Total Project Cost: $627,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 104154, Location: 4.4 MI N JCT RTS 219 + 98 (Lat: 42.269825, Lng: -78.668733), Route carried "on" structure: US 219, Year Built: 1950, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 5,149 (year 2018), Truck Traffic: 17%, Average Future Daily Traffic: 5,197 (year 2040), Design Load: H 20, Features Intersected: PLUM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.503, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $396,000, Roadway Improvement Cost: $232,000, Total Project Cost: $627,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 104155, Location: 5.7 M N JCT RTS 219 + 98 (Lat: 42.284003, Lng: -78.660917), Route carried "on" structure: US 219, Year Built: 1936, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 6,880 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 6,945 (year 2040), Features Intersected: CROWLEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.595, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Poor, Operating Rating: 70.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 18.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $635,000, Roadway Improvement Cost: $372,000, Total Project Cost: $1,008,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 104155, Location: 5.7 M N JCT RTS 219 + 98 (Lat: 42.284003, Lng: -78.660917), Route carried "on" structure: US 219, Year Built: 1936, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 6,880 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 6,945 (year 2040), Features Intersected: CROWLEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.595, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Poor, Operating Rating: 70.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 18.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $635,000, Roadway Improvement Cost: $372,000, Total Project Cost: $1,008,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Find on map >> Show street view
Structure Number: 104156, Location: 1.3 MI NE ELLICOTTVILLE (Lat: 42.288247, Lng: -78.661167), Route carried "on" structure: US 219, Year Built: 1953, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 4,671 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 4,715 (year 2040), Design Load: HS 20, Features Intersected: CROWLEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.190, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $403,000, Roadway Improvement Cost: $236,000, Total Project Cost: $639,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 104156, Location: 1.3 MI NE ELLICOTTVILLE (Lat: 42.288247, Lng: -78.661167), Route carried "on" structure: US 219, Year Built: 1953, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 4,671 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 4,715 (year 2040), Design Load: HS 20, Features Intersected: CROWLEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.190, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $403,000, Roadway Improvement Cost: $236,000, Total Project Cost: $639,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Find on map >> Show street view
Structure Number: 104277, Location: 1.7 MI SW JCT SH242&SH240 (Lat: 42.303917, Lng: -78.629531), Route carried "on" structure: State highway 242, Year Built: 1957, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 1,827 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 1,845 (year 2040), Design Load: HS 20, Features Intersected: GREAT VALLEY CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.515, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 52.5 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: 40.2 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.13m (6.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $1,376,000, Roadway Improvement Cost: $806,000, Total Project Cost: $2,181,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 104277, Location: 1.7 MI SW JCT SH242&SH240 (Lat: 42.303917, Lng: -78.629531), Route carried "on" structure: State highway 242, Year Built: 1957, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 1,827 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 1,845 (year 2040), Design Load: HS 20, Features Intersected: GREAT VALLEY CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.515, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 52.5 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: 40.2 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.13m (6.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $1,376,000, Roadway Improvement Cost: $806,000, Total Project Cost: $2,181,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Find on map >> Show street view
Structure Number: 104278, Location: 1.1 MI SW JCT RTS 242+240 (Lat: 42.311064, Lng: -78.622419), Route carried "on" structure: State highway 242, Year Built: 1955, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 1,827 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 1,845 (year 2040), Features Intersected: GREAT VALLEY CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.497, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.1m (65.9ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 58.3 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: 44.7 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.13m (6.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $1,457,000, Roadway Improvement Cost: $853,000, Total Project Cost: $2,311,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 104278, Location: 1.1 MI SW JCT RTS 242+240 (Lat: 42.311064, Lng: -78.622419), Route carried "on" structure: State highway 242, Year Built: 1955, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 1,827 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 1,845 (year 2040), Features Intersected: GREAT VALLEY CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.497, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.1m (65.9ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 58.3 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: 44.7 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.13m (6.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $1,457,000, Roadway Improvement Cost: $853,000, Total Project Cost: $2,311,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Find on map >> Show street view
Structure Number: 106103, Location: 2.1 MI SW JCT RTS 242+240 (Lat: 42.300186, Lng: -78.634453), Route carried "on" structure: State highway 242, Year Built: 1973, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 1,827 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 1,845 (year 2040), Design Load: HS 20, Features Intersected: IRISH HILL BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.920, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Channel: Poor, Culverts: Very good, Operating Rating: 78.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $353,000, Roadway Improvement Cost: $207,000, Total Project Cost: $560,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 106103, Location: 2.1 MI SW JCT RTS 242+240 (Lat: 42.300186, Lng: -78.634453), Route carried "on" structure: State highway 242, Year Built: 1973, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 1,827 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 1,845 (year 2040), Design Load: HS 20, Features Intersected: IRISH HILL BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.920, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Channel: Poor, Culverts: Very good, Operating Rating: 78.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $353,000, Roadway Improvement Cost: $207,000, Total Project Cost: $560,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Find on map >> Show street view
Structure Number: 226799, Location: 2.2 MI NE JCT US219&SH242 (Lat: 42.307094, Lng: -78.625658), Route carried "on" structure: Other road , Year Built: 1991, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 343 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 480 (year 2037), Design Load: HS 20, Features Intersected: BRYANT HILL CREEK, Facility Carried by Structure: BRYANT HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 77.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, 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: March 2020, Bridge Improvement Cost: $161,000, Roadway Improvement Cost: $94,000, Total Project Cost: $255,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 226799, Location: 2.2 MI NE JCT US219&SH242 (Lat: 42.307094, Lng: -78.625658), Route carried "on" structure: Other road , Year Built: 1991, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 343 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 480 (year 2037), Design Load: HS 20, Features Intersected: BRYANT HILL CREEK, Facility Carried by Structure: BRYANT HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 77.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, 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: March 2020, Bridge Improvement Cost: $161,000, Roadway Improvement Cost: $94,000, Total Project Cost: $255,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 332119, Location: IN VILLAGE ELLICOTTVILLE (Lat: 42.275744, Lng: -78.668489), Route carried "on" structure: Other road , Year Built: 1988, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 1,208 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 1,691 (year 2037), Features Intersected: GREAT VALLEY CRK, Facility Carried by Structure: MILL STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.097, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), 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: 17.9m (58.7ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.0m, Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 62.2 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.85m (6.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $715,000, Roadway Improvement Cost: $419,000, Total Project Cost: $1,134,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 332119, Location: IN VILLAGE ELLICOTTVILLE (Lat: 42.275744, Lng: -78.668489), Route carried "on" structure: Other road , Year Built: 1988, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 1,208 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 1,691 (year 2037), Features Intersected: GREAT VALLEY CRK, Facility Carried by Structure: MILL STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.097, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), 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: 17.9m (58.7ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.0m, Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 62.2 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.85m (6.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $715,000, Roadway Improvement Cost: $419,000, Total Project Cost: $1,134,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Find on map >> Show street view
Structure Number: 332122, Location: AT ELLICOTTVILLE (Lat: 42.274781, Lng: -78.669622), Route carried "on" structure: Other road , Year Built: 1998, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 438 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 613 (year 2037), Design Load: HS 20, Features Intersected: GREAT VALLEY CRK, Facility Carried by Structure: MARTHA STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.434, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), 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: 22.5m (73.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 88.0 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.34m (7.68ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $2,324,000, Roadway Improvement Cost: $1,361,000, Total Project Cost: $3,685,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 332122, Location: AT ELLICOTTVILLE (Lat: 42.274781, Lng: -78.669622), Route carried "on" structure: Other road , Year Built: 1998, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 438 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 613 (year 2037), Design Load: HS 20, Features Intersected: GREAT VALLEY CRK, Facility Carried by Structure: MARTHA STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.434, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), 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: 22.5m (73.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 88.0 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.34m (7.68ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $2,324,000, Roadway Improvement Cost: $1,361,000, Total Project Cost: $3,685,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 332123, Location: 1.6 MI EAST OF ELLICOTTV (Lat: 42.290228, Lng: -78.639378), Route carried "on" structure: Other road , Year Built: 1993, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 30 (year 2017), Average Future Daily Traffic: 42 (year 2037), Design Load: HS 20, Features Intersected: GREAT VALLEY CRK, Facility Carried by Structure: QUACKENBUSH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.402, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.9 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.07m (6.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $549,000, Roadway Improvement Cost: $322,000, Total Project Cost: $871,000 ( 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: 332123, Location: 1.6 MI EAST OF ELLICOTTV (Lat: 42.290228, Lng: -78.639378), Route carried "on" structure: Other road , Year Built: 1993, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 30 (year 2017), Average Future Daily Traffic: 42 (year 2037), Design Load: HS 20, Features Intersected: GREAT VALLEY CRK, Facility Carried by Structure: QUACKENBUSH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.402, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.9 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.07m (6.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $549,000, Roadway Improvement Cost: $322,000, Total Project Cost: $871,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 332124, Location: 2.2 MI E OF MAPLES (Lat: 42.327711, Lng: -78.694242), Route carried "on" structure: Other road , Year Built: 1970, Year Reconstructed: 1994, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 201 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 281 (year 2040), Design Load: HS 20+Mod, Features Intersected: MANSFIELD CREEK, Facility Carried by Structure: LINDBERG ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.097, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 36.9 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: 28.5 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $537,000, Roadway Improvement Cost: $314,000, Total Project Cost: $851,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 332124, Location: 2.2 MI E OF MAPLES (Lat: 42.327711, Lng: -78.694242), Route carried "on" structure: Other road , Year Built: 1970, Year Reconstructed: 1994, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 201 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 281 (year 2040), Design Load: HS 20+Mod, Features Intersected: MANSFIELD CREEK, Facility Carried by Structure: LINDBERG ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.097, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 36.9 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: 28.5 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $537,000, Roadway Improvement Cost: $314,000, Total Project Cost: $851,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Find on map >> Show street view
Structure Number: 332125, Location: 2.1 MI E OF MAPLES (Lat: 42.328456, Lng: -78.696731), Route carried "on" structure: Other road , Year Built: 1987, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 205 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 287 (year 2040), Design Load: HS 20, Features Intersected: MANSFIELD CREEK, Facility Carried by Structure: HINMAN HOLLOW RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.972, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft)
Condition: Channel: Satisfactory, Culverts: Poor, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 13.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.67m (2.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $113,000, Roadway Improvement Cost: $66,000, Total Project Cost: $179,000 ( Estimate for 2021)
Structure Number: 332125, Location: 2.1 MI E OF MAPLES (Lat: 42.328456, Lng: -78.696731), Route carried "on" structure: Other road , Year Built: 1987, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 205 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 287 (year 2040), Design Load: HS 20, Features Intersected: MANSFIELD CREEK, Facility Carried by Structure: HINMAN HOLLOW RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.972, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft)
Condition: Channel: Satisfactory, Culverts: Poor, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 13.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.67m (2.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $113,000, Roadway Improvement Cost: $66,000, Total Project Cost: $179,000 ( Estimate for 2021)
Find on map >> Show street view
Structure Number: 332128, Location: AT ELLICOTTVILLE (Lat: 42.273306, Lng: -78.669825), Route carried "on" structure: Other road , Year Built: 2001, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 151 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 211 (year 2037), Design Load: HS 25 or greater, Features Intersected: GREAT VALLEY CRK, Facility Carried by Structure: MONROE STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 21.9m (71.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Channel: Satisfactory, Operating Rating: 82.0 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: 48.6 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: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.28m (7.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $1,790,000, Roadway Improvement Cost: $1,048,000, Total Project Cost: $2,839,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 332128, Location: AT ELLICOTTVILLE (Lat: 42.273306, Lng: -78.669825), Route carried "on" structure: Other road , Year Built: 2001, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 151 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 211 (year 2037), Design Load: HS 25 or greater, Features Intersected: GREAT VALLEY CRK, Facility Carried by Structure: MONROE STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 21.9m (71.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Channel: Satisfactory, Operating Rating: 82.0 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: 48.6 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: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.28m (7.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $1,790,000, Roadway Improvement Cost: $1,048,000, Total Project Cost: $2,839,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Find on map >> Show street view
Structure Number: 721201, Location: AT ELLICOTTVILLE,SUGTN RD (Lat: 42.273325, Lng: -78.665594), Route carried "under" structure: County highway , Year Built: 1903, Structure Length: 0. m, Features Intersected: CR71-SUGARTON RD, Facility Carried by Structure: BUFFALO & PITBURG
Minimum Vertical Clearance: 3.55m (11.65ft), Kilometerpoint: 0.451, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 10.0m (32.8ft)
Structure Number: 721201, Location: AT ELLICOTTVILLE,SUGTN RD (Lat: 42.273325, Lng: -78.665594), Route carried "under" structure: County highway , Year Built: 1903, Structure Length: 0. m, Features Intersected: CR71-SUGARTON RD, Facility Carried by Structure: BUFFALO & PITBURG
Minimum Vertical Clearance: 3.55m (11.65ft), Kilometerpoint: 0.451, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 10.0m (32.8ft)