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Bridge Statistics for Pendleton, New York (NY) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Pendleton, NY, New York, New York forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 14 Total length: 26 meters (85ft) Total costs: $18,355,000 Total average daily traffic: 63,407 Total average daily truck traffic: 3,472 Total future (year 2018) average daily traffic: 76,393 National Bridge Inventory (NBI) Registered Bridges for Pendleton
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 103036, Location: 0.1 MI S JCT RTS 78 & 93 (Lat: 43.130664, Lng: -78.696964), Route carried "on" structure: State highway 78, Year Built: 1969, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 27,658 (year 2005), Truck Traffic: 6%, Average Future Daily Traffic: 33,665 (year 2025), Design Load: HS 25, Features Intersected: UNNAMED STREAM Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.339, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 21.8m (71.5ft), Out-to-Out Width: 22.4m (73.5ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $1,109,000, Roadway Improvement Cost: $659,000, Total Project Cost: $1,768,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 221356, Location: 1.9 MI.SW OF PENDLETONCTR (Lat: 43.098961, Lng: -78.806689), Route carried "on" structure: City street , Year Built: 1948, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 720 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 897 (year 2026), Design Load: H 15, Features Intersected: BULL CREEK, Facility Carried by Structure: AIKEN ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), 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: 6.9m (22.6ft), Out-to-Out Width: 7.1m (23.3ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Poor, Operating Rating: 26.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 12 months, Inspection Date: April 2007, Bridge Improvement Cost: $57,000, Roadway Improvement Cost: $33,000, Total Project Cost: $90,000 ( Estimate for 2007), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 221357, Location: 3.2 MI. S OF LOCKPORT (Lat: 43.124283, Lng: -78.713953), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 323 (year 2000), Truck Traffic: 4%, Average Future Daily Traffic: 402 (year 2020), Features Intersected: UNNAMED STREAM, Facility Carried by Structure: DONNER ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.5m (27.9ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 77.1 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Equal to 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: 0.67m (2.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Bridge Improvement Cost: $57,000, Roadway Improvement Cost: $33,000, Total Project Cost: $90,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 332888, Location: 2.6 MI SW PENDLETON CTR. (Lat: 43.072744, Lng: -78.795531), Route carried "on" structure: County highway , Year Built: 1982, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 4,526 (year 1998), Truck Traffic: 6%, Average Future Daily Traffic: 5,103 (year 2018), Design Load: H 20, Features Intersected: TRB TONAWANDA CRK, Facility Carried by Structure: BEAR RIDGE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 72.1 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $212,000, Roadway Improvement Cost: $126,000, Total Project Cost: $338,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 332889, Location: 1.7 MI E OF PENDLETON CTR (Lat: 43.107867, Lng: -78.741369), Route carried "on" structure: County highway , Year Built: 1933, Year Reconstructed: 1973, Status: Open, Structure Length: 0.97m (3.18ft), Average Daily Traffic: 2,702 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 3,046 (year 2026), Design Load: H 20, Features Intersected: UNNAMED STREAM, Facility Carried by Structure: BEAR RIDGE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Poor, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.97m (3.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $212,000, Roadway Improvement Cost: $126,000, Total Project Cost: $338,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 332907, Location: 2.4 MI E OF PENDLETON CTR (Lat: 43.123628, Lng: -78.729942), Route carried "on" structure: County highway , Year Built: 1958, Status: Posted for load, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 2,327 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 2,995 (year 2026), Design Load: H 20, Features Intersected: UNNAMED STREAM, Facility Carried by Structure: EAST CANAL ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 12.1m (39.7ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 14.0 metric tons, Inventory Rating: 14.0 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 12 months, Inspection Date: April 2007, Bridge Improvement Cost: $492,000, Roadway Improvement Cost: $329,000, Total Project Cost: $821,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 332936, Location: 2.5 MI EAST OF SHAWNEE (Lat: 43.123267, Lng: -78.792289), Route carried "on" structure: County highway , Year Built: 1922, Year Reconstructed: 1959, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 3,551 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 4,425 (year 2026), Features Intersected: BULL CREEK, Facility Carried by Structure: MAPLETON ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 0.7m (2.3ft), Right: 0.7m (2.3ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.7m (44.9ft) Condition: Deck: Fair, Superstructure: Poor, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 92.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 12 months, Inspection Date: November 2007, Bridge Improvement Cost: $806,000, Roadway Improvement Cost: $541,000, Total Project Cost: $1,347,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 332962, Location: 2.8 MI N OF NO TONAWANDA (Lat: 43.076722, Lng: -78.822981), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 1,936 (year 2005), Truck Traffic: 6%, Average Future Daily Traffic: 2,183 (year 2025), Features Intersected: BULL CREEK, Facility Carried by Structure: TOWN LINE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.7m (31.8ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.4m (40.7ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 79.5 metric tons, Inventory Rating: 40.8 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.01m (6.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $1,357,000, Roadway Improvement Cost: $904,000, Total Project Cost: $2,261,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: 332963, Location: .8 MI NE JCT US62 & SH425 (Lat: 43.065869, Lng: -78.822686), Route carried "on" structure: County highway , Year Built: 1982, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 1,936 (year 2005), Truck Traffic: 6%, Average Future Daily Traffic: 2,183 (year 2025), Design Load: HS 20, Features Intersected: BULL CREEK, Facility Carried by Structure: TOWN LINE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Good, Channel: Fair, Operating Rating: 75.3 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: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.46m (4.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Bridge Improvement Cost: $396,000, Roadway Improvement Cost: $236,000, Total Project Cost: $632,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 332964, Location: 3.2 MI N OF N TONAWANDA (Lat: 43.091475, Lng: -78.823519), Route carried "on" structure: City street , Year Built: 1997, Status: Open, Structure Length: 1.21m (3.97ft), Average Daily Traffic: 2,355 (year 2005), Truck Traffic: 4%, Average Future Daily Traffic: 3,031 (year 2025), Design Load: HS 25, Features Intersected: BULL CREEK, Facility Carried by Structure: TOWN LINE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.8m (38.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft) Condition: Deck: Satisfactory, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 81.0 metric tons, Inventory Rating: 40.8 metric tons, Structural Evaluation: Superior to present desirable 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: 1.21m (3.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $396,000, Roadway Improvement Cost: $236,000, Total Project Cost: $632,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: 336011, Location: 2.4 MI. E OF SHAWNEE (Lat: 43.133383, Lng: -78.794022), Route carried "on" structure: County highway , Year Built: 1960, Status: Open, Structure Length: 1.03m (3.38ft), Average Daily Traffic: 8,283 (year 2001), Truck Traffic: 6%, Average Future Daily Traffic: 9,338 (year 2021), Design Load: H 20, Features Intersected: BULL CREEK, Facility Carried by Structure: LOCKPORT ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.8m (15.7ft) Condition: Channel: Fair, Culverts: Poor, Operating Rating: 72.0 metric tons, Inventory Rating: 19.5 metric tons, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.03m (3.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Bridge Improvement Cost: $383,000, Roadway Improvement Cost: $229,000, Total Project Cost: $612,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 445422, Location: 3.5 MI SW JCT 78 + CANAL (Lat: 43.121600, Lng: -78.731275), Route carried "on" structure: County highway , Year Built: 1959, Status: Closed, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 2,327 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 2,995 (year 2026), Features Intersected: STATE DITCH, Facility Carried by Structure: HAWLEY STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.7m (25.3ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $2,382,000, Roadway Improvement Cost: $1,382,000, Total Project Cost: $3,764,000 ( Estimate for 2007), Deck Structure Type: Open Grating Find on map >>
Structure Number: 445424, Location: 6.3 MI SW JCT SH78 &CANAL (Lat: 43.085853, Lng: -78.733511), Route carried "on" structure: County highway , Year Built: 1964, Year Reconstructed: 2007, Status: Open, Structure Length: 9.20m (30.18ft), Average Daily Traffic: 1,809 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 2,328 (year 2026), Design Load: HS 25, Features Intersected: ERIE CANAL, Facility Carried by Structure: N TONAWANDA CK RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Navigation Control: Yes ( Vertical Clearance: 6.0m (19.7ft), Horizontal Clearance: 22.8m (74.8ft)), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 47.9m (157.2ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.3m (40.4ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Channel: Excellent, Structural Evaluation: High priority of corrective action, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 9.20m (30.18ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2007, Underwater Inspection Date: June 2007, Bridge Improvement Cost: $2,382,000, Roadway Improvement Cost: $1,382,000, Total Project Cost: $3,764,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Galvanized Reinforcing Find on map >>
Structure Number: 445429, Location: FISK RD OVER BARGE CANAL (Lat: 43.113047, Lng: -78.737703), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 5.66m (18.57ft), Average Daily Traffic: 2,954 (year 2000), Truck Traffic: 4%, Average Future Daily Traffic: 3,802 (year 2020), Design Load: HS 20, Features Intersected: ERIE CANAL, Facility Carried by Structure: COUNTY ROAD 121 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.3m (33.8ft), Skew: 2 degrees, Navigation Control: Yes ( Vertical Clearance: 4.5m (14.8ft), Horizontal Clearance: 28.6m (93.8ft)), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 54.8m (179.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.7m (31.8ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: 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: 5.66m (18.57ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $1,190,000, Roadway Improvement Cost: $708,000, Total Project Cost: $1,898,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Discuss this city on our hugely popular New York forum Back to: Pendleton, NY, New York, All US cities.
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