Bridge Statistics for Schroeppel, New York (NY) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 10438, Location: 2.1 MI S JCT SH 264 & SH (Lat: 43.295047, Lng: -76.296922), Route carried "on" structure: State highway 264, Year Built: 1996, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 2,900 (year 2010), Truck Traffic: 9%, Average Future Daily Traffic: 4,060 (year 2030), Design Load: HS 25, Features Intersected: SIX MILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.530, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: 1.49m (4.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 10, Bridge Improvement Cost: $320,000, Roadway Improvement Cost: $187,000, Total Project Cost: $507,000 ( Estimate for 2011), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 10647, Location: 2.4 MI SE JCT RTS 481+264 (Lat: 43.227303, Lng: -76.274992), Route carried "on" structure: Other road , Year Built: 1970, Year Reconstructed: 1981, Status: Open, Structure Length: 4.96m (16.27ft), Average Daily Traffic: 2,600 (year 2009), Truck Traffic: 9%, Average Future Daily Traffic: 3,640 (year 2029), Design Load: H 20, Features Intersected: RTE 481, Facility Carried by Structure: DURHAM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.432, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 17.0m (55.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 48.7m (159.8ft), Curb-To-Curb Width: 16.7m (54.8ft), Out-to-Out Width: 17.6m (57.7ft)

Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 79.8 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.96m (16.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 11, Bridge Improvement Cost: $3,807,000, Roadway Improvement Cost: $2,229,000, Total Project Cost: $6,036,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1064711, Location: 1.5 MI SE JCT SH481&SH264 (Lat: 43.236931, Lng: -76.283189), Route carried "on" structure: State highway 481, Year Built: 1970, Year Reconstructed: 1981, Status: Open, Structure Length: 3.13m (10.27ft), Average Daily Traffic: 17,929 (year 2004), Truck Traffic: 14%, Average Future Daily Traffic: 18,748 (year 2031), Design Load: H 20, Features Intersected: PHOENIX RD - CR12
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 164.166, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.1m (98.8ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.13m (10.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 11, Bridge Improvement Cost: $752,000, Roadway Improvement Cost: $440,000, Total Project Cost: $1,192,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1064712, Location: 1.5 MI SE JCT SH481&SH264 (Lat: 43.236881, Lng: -76.283519), Route carried "on" structure: State highway 481, Year Built: 1970, Year Reconstructed: 1981, Status: Open, Structure Length: 3.13m (10.27ft), Average Daily Traffic: 8,600 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 18,748 (year 2031), Design Load: H 20, Features Intersected: PHOENIX RD - CR12
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.170, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.1m (98.8ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.13m (10.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 11, Bridge Improvement Cost: $752,000, Roadway Improvement Cost: $440,000, Total Project Cost: $1,192,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 106472, Location: JCT OF RTS 481 + 264 (Lat: 43.251436, Lng: -76.305897), Route carried "on" structure: State highway 264, Year Built: 1970, Year Reconstructed: 1981, Status: Open, Structure Length: 6.52m (21.39ft), Average Daily Traffic: 4,700 (year 2010), Truck Traffic: 9%, Average Future Daily Traffic: 6,580 (year 2030), Design Load: H 20, Features Intersected: RTE 481
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.349, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.2m (59.7ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 31.6m (103.7ft), Curb-To-Curb Width: 17.9m (58.7ft), Out-to-Out Width: 18.8m (61.7ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 85.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.52m (21.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 11, Bridge Improvement Cost: $676,000, Roadway Improvement Cost: $396,000, Total Project Cost: $1,072,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 106473, Location: 2.2 MI NW JCT RTS 481+264 (Lat: 43.278806, Lng: -76.329264), Route carried "on" structure: Other road , Year Built: 1970, Year Reconstructed: 1981, Status: Open, Structure Length: 7.28m (23.88ft), Average Daily Traffic: 1,120 (year 2009), Truck Traffic: 10%, Average Future Daily Traffic: 1,151 (year 2031), Design Load: H 20, Features Intersected: RTE 481, Facility Carried by Structure: BANKRUPT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.253, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.2m (118.8ft), Curb-To-Curb Width: 10.6m (34.8ft), Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 83.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.28m (23.88ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 11, Bridge Improvement Cost: $1,592,000, Roadway Improvement Cost: $932,000, Total Project Cost: $2,524,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 22093, Location: 2.8 MI NW OF PENNELLVILLE (Lat: 43.303875, Lng: -76.308597), Route carried "on" structure: Other road , Year Built: 1964, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 130 (year 2009), Truck Traffic: 10%, Average Future Daily Traffic: 131 (year 2031), Design Load: HS 20, Features Intersected: SIXMILE CREEK, Facility Carried by Structure: PRIOR ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.499, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.7m (18.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 10, Bridge Improvement Cost: $658,000, Roadway Improvement Cost: $62,000, Total Project Cost: $720,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 220931, Location: 1.6 MI SE OF PENNELLVILLE (Lat: 43.258550, Lng: -76.258575), Route carried "on" structure: Other road , Year Built: 1987, Status: Open, Structure Length: 1.06m (3.48ft), Average Daily Traffic: 930 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 939 (year 2031), Features Intersected: FISH CREEK, Facility Carried by Structure: SUTTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.611, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.3m (33.8ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Fair, Channel: Satisfactory, Inventory Rating: 68.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.06m (3.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 11, Bridge Improvement Cost: $539,000, Roadway Improvement Cost: $316,000, Total Project Cost: $855,000 ( Estimate for 2011), Deck Structure Type: Open Grating

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Structure Number: 331347, Location: 2.8 MI NE OF PHOENIX (Lat: 43.268992, Lng: -76.296836), Route carried "on" structure: County highway , Year Built: 1996, Status: Open, Structure Length: 0.97m (3.18ft), Average Daily Traffic: 980 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 990 (year 2031), Features Intersected: BELLS CREEK, Facility Carried by Structure: CR54-PENNELVLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.386, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.3m (33.8ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.2m (13.8ft)

Condition: Channel: Fair, Culverts: Good, Operating Rating: 75.6 metric tons, Inventory Rating: 40.8 metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.97m (3.18ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 10, Underwater Inspection Date: June 2009, Bridge Improvement Cost: $512,000, Roadway Improvement Cost: $48,000, Total Project Cost: $560,000 ( Estimate for 2011), Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 331348, Location: 2.8 MI NE OF PHOENIX (Lat: 43.270469, Lng: -76.291819), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 980 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 990 (year 2031), Features Intersected: SIXMILE CREEK, Facility Carried by Structure: PENNELLVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.821, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.7m (31.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Good, Channel: Satisfactory, Inventory Rating: 88.0 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: 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: October 11, Bridge Improvement Cost: $258,000, Roadway Improvement Cost: $151,000, Total Project Cost: $409,000 ( Estimate for 2011), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 331352, Location: 1.5 MI NE OF PHOENIX (Lat: 43.240264, Lng: -76.274914), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 2,900 (year 2009), Truck Traffic: 9%, Average Future Daily Traffic: 4,060 (year 2029), Features Intersected: SIXMILE CREEK, Facility Carried by Structure: CR12 PHOENIX ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.510, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.28m (4.20ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 10, Underwater Inspection Date: June 2007, Bridge Improvement Cost: $221,000, Roadway Improvement Cost: $129,000, Total Project Cost: $350,000 ( Estimate for 2011), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 331353, Location: 1.9 MI NE OF PHOENIX (Lat: 43.239544, Lng: -76.266267), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 1.03m (3.38ft), Average Daily Traffic: 1,920 (year 2009), Truck Traffic: 9%, Average Future Daily Traffic: 2,688 (year 2029), Features Intersected: FISH CREEK, Facility Carried by Structure: PHOENIX ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.266, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.0m (26.2ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.2m (30.2ft)

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: 40.8 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.03m (3.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 10, Bridge Improvement Cost: $178,000, Roadway Improvement Cost: $104,000, Total Project Cost: $282,000 ( Estimate for 2011), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 336585, Location: 2 MI NW OF PENNELLVILLE (Lat: 43.296533, Lng: -76.296997), Route carried "on" structure: Other road , Year Built: 1976, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 760 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 768 (year 2031), Features Intersected: SIXMILE CREEK, Facility Carried by Structure: BIDDLECUM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.057, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.6m (11.8ft)

Condition: Channel: Good, Culverts: Fair, Operating Rating: 74.9 metric tons, Inventory Rating: 29.3 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 10, Underwater Inspection Date: August 10, Bridge Improvement Cost: $385,000, Roadway Improvement Cost: $36,000, Total Project Cost: $421,000 ( Estimate for 2011), Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 443407, Location: AT HINMANSVILLE;OSWEGO R (Lat: 43.248231, Lng: -76.351386), Route carried "on" structure: County highway , Year Built: 1915, Year Reconstructed: 2003, Status: Open, Structure Length: 8.69m (28.51ft), Average Daily Traffic: 2,150 (year 2004), Truck Traffic: 8%, Average Future Daily Traffic: 3,010 (year 2024), Design Load: HS 20, Features Intersected: OSWEGO RIVER, Facility Carried by Structure: COUNTY ROAD 46
Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 1.995, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Navigation Control: Yes ( Vertical Clearance: 6.1m (20.0ft), Horizontal Clearance: 28.9m (94.8ft)), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 2, Length of Maximum Span: 49.4m (162.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 8.69m (28.51ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 11, Critical Feature Inspection Date: August 11, Underwater Inspection Date: July 2008, Bridge Improvement Cost: $13,000, Roadway Improvement Cost: $8,000, Total Project Cost: $21,000 ( Estimate for 2011), 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: 10647, Location: 2.4 MI SE JCT RTS 481+264 (Lat: 43.227303, Lng: -76.274992), Route carried "under" structure: State highway 481, Year Built: 1970, Structure Length: 4.96m (16.27ft), Average Daily Traffic: 17,138 (year 2002), Features Intersected: RTE 481, Facility Carried by Structure: DURHAM ROAD
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 162.831, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 48.7m (159.8ft)

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Structure Number: 1064711, Location: 1.5 MI SE JCT SH481&SH264 (Lat: 43.236931, Lng: -76.283189), Route carried "under" structure: County highway , Year Built: 1970, Structure Length: 3.13m (10.27ft), Average Daily Traffic: 1,500 (year 2009), Truck Traffic: 5%, Features Intersected: PHOENIX RD - CR12, Facility Carried by Structure: RTE 481
Minimum Vertical Clearance: 4.39m (14.40ft), Kilometerpoint: 0.037, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.1m (98.8ft)

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Structure Number: 1064712, Location: 1.5 MI SE JCT SH481&SH264 (Lat: 43.236881, Lng: -76.283519), Route carried "under" structure: County highway , Year Built: 1970, Structure Length: 3.13m (10.27ft), Average Daily Traffic: 1,500 (year 2009), Truck Traffic: 5%, Features Intersected: PHOENIX RD - CR12, Facility Carried by Structure: RTE 481
Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 0.037, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.1m (98.8ft)

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Structure Number: 106472, Location: JCT OF RTS 481 + 264 (Lat: 43.251436, Lng: -76.305897), Route carried "under" structure: State highway 481, Year Built: 1970, Structure Length: 6.52m (21.39ft), Average Daily Traffic: 14,887 (year 2002), Features Intersected: RTE 481, Facility Carried by Structure: RTE 264
Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 166.628, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.6m (103.7ft)

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Structure Number: 106473, Location: 2.2 MI NW JCT RTS 481+264 (Lat: 43.278806, Lng: -76.329264), Route carried "under" structure: State highway 481, Year Built: 1970, Structure Length: 7.28m (23.88ft), Average Daily Traffic: 14,887 (year 2002), Features Intersected: RTE 481, Facility Carried by Structure: BANKRUPT ROAD
Minimum Vertical Clearance: 0.51m (1.67ft), Kilometerpoint: 170.297, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.2m (118.8ft)