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

Find on map >>

Structure Number: 221226,  Location: 0.1 MI. SW OF FREWSBURG (Lat: 42.051303,  Lng: -79.163347),  Route carried "on" structure: City street ,  Year Built: 2005,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 457 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 569 (year 2026),  Design Load: HS 25,  Features Intersected: FREW RUN,  Facility Carried by Structure: SOUTH PEARL ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.0m (19.7ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Good,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.55m (5.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $132,000,  Roadway Improvement Cost: $79,000,  Total Project Cost: $211,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

Find on map >>

Structure Number: 221228,  Location: 0.8 MI NE OF FENTONVILLE (Lat: 42.011467,  Lng: -79.131686),  Route carried "on" structure: City street ,  Year Built: 1960,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 384 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 478 (year 2026),  Features Intersected: WILTSIE RUN,  Facility Carried by Structure: WILTSIE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 4.8m (15.7ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 0.6m (2.0ft),  Out-to-Out Width: 6.4m (21.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Fair,  Inventory Rating: 80.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  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: April 2007,  Bridge Improvement Cost: $58,000,  Roadway Improvement Cost: $34,000,  Total Project Cost: $92,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 221229,  Location: 3.1 MI SE OF FREWSBURG (Lat: 42.015497,  Lng: -79.125731),  Route carried "on" structure: City street ,  Year Built: 1960,  Status: Posted for load,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 384 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 478 (year 2026),  Features Intersected: WILTSIE RUN,  Facility Carried by Structure: WILTSIE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 4.2m (13.8ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 6.0m (19.7ft),  Out-to-Out Width: 6.4m (21.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Serious,  Channel: Poor,  Inventory Rating: 60.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: High priority of corrective action,  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: May 2007,  Bridge Improvement Cost: $49,000,  Roadway Improvement Cost: $29,000,  Total Project Cost: $78,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 22123,  Location: 2.4 MI NE OF FENTONVILLE (Lat: 42.029836,  Lng: -79.109950),  Route carried "on" structure: City street ,  Year Built: 1960,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 331 (year 1998),  Truck Traffic: 6%,  Average Future Daily Traffic: 412 (year 2018),  Features Intersected: FREW RUN,  Facility Carried by Structure: WILTSIE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County 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: 7.0m (23.0ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Fair,  Inventory Rating: 66.2 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: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.76m (2.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Bridge Improvement Cost: $138,000,  Roadway Improvement Cost: $82,000,  Total Project Cost: $220,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 225871,  Location: 0.3 MI E OF FREWSBURG (Lat: 42.052347,  Lng: -79.153781),  Route carried "on" structure: City street ,  Year Built: 1978,  Status: Open,  Structure Length: 0.97m (3.18ft),  Average Daily Traffic: 63 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 78 (year 2026),  Features Intersected: FREW RUN,  Facility Carried by Structure: PARKWAY DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 3.9m (12.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 4.6m (15.1ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Poor,  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: Better than present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.97m (3.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Bridge Improvement Cost: $103,000,  Roadway Improvement Cost: $61,000,  Total Project Cost: $164,000 ( Estimate for 2007),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 226803,  Location: .1 MILE E. OF US RT. 62 (Lat: 42.084806,  Lng: -79.118183),  Route carried "on" structure: City street ,  Year Built: 1988,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 280 (year 1998),  Truck Traffic: 6%,  Average Future Daily Traffic: 349 (year 2018),  Features Intersected: TRIB.CASS RUN,  Facility Carried by Structure: PAGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  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: 74.7 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 0.79m (2.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Bridge Improvement Cost: $146,000,  Roadway Improvement Cost: $87,000,  Total Project Cost: $233,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 226804,  Location: .7 MI EAST OF US RT 62 (Lat: 42.083714,  Lng: -79.104075),  Route carried "on" structure: City street ,  Year Built: 1989,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 280 (year 1998),  Truck Traffic: 6%,  Average Future Daily Traffic: 349 (year 2018),  Features Intersected: TRIB CASS RUN,  Facility Carried by Structure: PAGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Poor,  Culverts: Good,  Operating Rating: 74.7 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 0.70m (2.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Bridge Improvement Cost: $129,000,  Roadway Improvement Cost: $77,000,  Total Project Cost: $206,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 302776,  Location: 1.3 MI E JCT RTS 62 & 60 (Lat: 42.052375,  Lng: -79.175475),  Route carried "on" structure: US 62,  Year Built: 1992,  Status: Open,  Structure Length: 6.73m (22.08ft),  Average Daily Traffic: 5,506 (year 2007),  Truck Traffic: 11%,  Average Future Daily Traffic: 6,357 (year 2027),  Design Load: HS 20,  Features Intersected: CONEWANGO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.234,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.5m (37.7ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.2m (108.9ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Excellent,  Operating Rating: 78.0 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: Equal 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: 6.73m (22.08ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: May 2007,  Underwater Inspection Date: August 2004,  Bridge Improvement Cost: $1,256,000,  Roadway Improvement Cost: $747,000,  Total Project Cost: $2,003,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>

Structure Number: 302792,  Location: 3.0 MI E JCT RTS 62 + 60 (Lat: 42.083889,  Lng: -79.120100),  Route carried "on" structure: US 62,  Year Built: 1959,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 1,626 (year 2007),  Truck Traffic: 11%,  Average Future Daily Traffic: 1,877 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: CASS RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.129,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.1m (43.0ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 81.9 metric tons,  Inventory Rating: 32.6 metric tons,  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 minimum criteria,  Length Of Structure Improvement: 1.34m (4.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $1,256,000,  Roadway Improvement Cost: $747,000,  Total Project Cost: $2,003,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

Find on map >>

Structure Number: 332369,  Location: 1.1 MI SE OF FREWSBURG (Lat: 42.047489,  Lng: -79.142581),  Route carried "on" structure: County highway ,  Year Built: 1991,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 1,376 (year 1998),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,720 (year 2018),  Design Load: HS 20,  Features Intersected: FREW RUN,  Facility Carried by Structure: FREW RUN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.1m (43.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Very good,  Channel: Excellent,  Operating Rating: 59.0 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: Equal to present desirable 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: 1.31m (4.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Bridge Improvement Cost: $205,000,  Roadway Improvement Cost: $122,000,  Total Project Cost: $327,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>

Structure Number: 33237,  Location: 2.1 MI SE OF FREWSBURG (Lat: 42.038058,  Lng: -79.125394),  Route carried "on" structure: County highway ,  Year Built: 1929,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 1,376 (year 1998),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,720 (year 2018),  Features Intersected: FREWS RUN,  Facility Carried by Structure: FREWS RUN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.40m (4.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Bridge Improvement Cost: $205,000,  Roadway Improvement Cost: $122,000,  Total Project Cost: $327,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 332371,  Location: 2.8 MI SE OF FREWSBURG (Lat: 42.032311,  Lng: -79.115892),  Route carried "on" structure: County highway ,  Year Built: 1994,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 1,376 (year 1998),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,720 (year 2018),  Design Load: HS 25,  Features Intersected: FREWS RUN,  Facility Carried by Structure: CR34FREW RUN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.0m (19.7ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 69.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: 1.40m (4.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Bridge Improvement Cost: $205,000,  Roadway Improvement Cost: $122,000,  Total Project Cost: $327,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 332372,  Location: 2.4 MI NE OF FENTONVILLE (Lat: 42.031106,  Lng: -79.113400),  Route carried "on" structure: County highway ,  Year Built: 1990,  Status: Open,  Structure Length: 1.12m (3.67ft),  Average Daily Traffic: 1,376 (year 1998),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,720 (year 2018),  Design Load: HS 20,  Features Intersected: FREWS RUN,  Facility Carried by Structure: FREWS RUN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.6m (34.8ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Good,  Channel: Satisfactory,  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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.12m (3.67ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $205,000,  Roadway Improvement Cost: $122,000,  Total Project Cost: $327,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Epoxy

Find on map >>

Structure Number: 332373,  Location: .2 MI WEST OF IVORY (Lat: 42.071419,  Lng: -79.099717),  Route carried "on" structure: County highway ,  Year Built: 1985,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 801 (year 2002),  Truck Traffic: 9%,  Average Future Daily Traffic: 990 (year 2022),  Design Load: HS 20,  Features Intersected: CASS RUN,  Facility Carried by Structure: COUNTY ROAD 318
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.0m (19.7ft),  Material/Design: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.7m (22.0ft)

Condition: Channel: Poor,  Culverts: Good,  Operating Rating: 77.3 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.37m (4.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $270,000,  Roadway Improvement Cost: $161,000,  Total Project Cost: $431,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 332374,  Location: 1.2 MI N OF FREWSBURG (Lat: 42.069794,  Lng: -79.158103),  Route carried "on" structure: County highway ,  Year Built: 1941,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 2,447 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 3,024 (year 2027),  Design Load: HS 20,  Features Intersected: CONEWANGO CREEK,  Facility Carried by Structure: CR 55/CR 317
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),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.0m (68.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Channel: Very good,  Operating Rating: 87.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 6.40m (21.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Bridge Improvement Cost: $1,109,000,  Roadway Improvement Cost: $656,000,  Total Project Cost: $1,765,000 ( Estimate for 2007),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 332376,  Location: 0.6 MI SE OF IVORY (Lat: 42.063619,  Lng: -79.090997),  Route carried "on" structure: County highway ,  Year Built: 1994,  Year Reconstructed: 2007,  Status: Posted for load,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 271 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 335 ,  Design Load: HS 25,  Features Intersected: CASS RUN,  Facility Carried by Structure: IVORY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County 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: 2,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Excellent,  Channel: Satisfactory,  Operating Rating: 76.6 metric tons,  Inventory Rating: 36.7 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 1.28m (4.20ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: October 2007,  Critical Feature Inspection Date: October 2007,  Bridge Improvement Cost: $1,109,000,  Roadway Improvement Cost: $656,000,  Total Project Cost: $1,765,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 332377,  Location: 0.1 MI S JCT RT62 +CR53 (Lat: 42.051125,  Lng: -79.160828),  Route carried "on" structure: County highway ,  Year Built: 2000,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 2,093 (year 2003),  Truck Traffic: 9%,  Average Future Daily Traffic: 2,587 (year 2023),  Design Load: HS 25,  Features Intersected: FREWS RUN,  Facility Carried by Structure: WATER STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.8m (51.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 15.0m (49.2ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Good,  Operating Rating: 69.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior 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: 1.68m (5.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Bridge Improvement Cost: $1,109,000,  Roadway Improvement Cost: $656,000,  Total Project Cost: $1,765,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous