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

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Structure Number: 104627,  Location: 2.2 MI W JCT RTS 70 & 408 (Lat: 42.557819,  Lng: -77.987858),  Route carried "on" structure: State highway 70,  Year Built: 1994,  Status: Open,  Structure Length: 3.65m (11.98ft),  Average Daily Traffic: 868 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,238 (year 2027),  Design Load: HS 25,  Features Intersected: KESHEQUA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.793,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.3m (115.8ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  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: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 3.65m (11.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Bridge Improvement Cost: $1,047,000,  Roadway Improvement Cost: $703,000,  Total Project Cost: $1,750,000 ( Estimate for 2007),  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: 106245,  Location: JCT RTE 436 + GENESEE R (Lat: 42.571686,  Lng: -78.040667),  Route carried "on" structure: State highway 436,  Year Built: 1920,  Year Reconstructed: 1968,  Status: Posted for load-capacity,  Structure Length: 12.64m (41.47ft),  Average Daily Traffic: 3,477 (year 2006),  Truck Traffic: 8%,  Average Future Daily Traffic: 4,958 (year 2026),  Features Intersected: GENESEE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.002,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 28.9m (94.8ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 41.8 metric tons,  Inventory Rating: 19.6 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 12.64m (41.47ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Bridge Improvement Cost: $1,047,000,  Roadway Improvement Cost: $703,000,  Total Project Cost: $1,750,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 221094,  Location: 3 MI SE OF PORTAGEVILLE (Lat: 42.527878,  Lng: -78.022031),  Route carried "on" structure: City street ,  Year Built: 1915,  Year Reconstructed: 1985,  Status: Posted for load,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 12 (year 1995),  Truck Traffic: 5%,  Average Future Daily Traffic: 17 (year 2015),  Features Intersected: WHITE CREEK,  Facility Carried by Structure: MUDVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: Town or Township 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: 7.3m (24.0ft),  Curb-To-Curb Width: 4.2m (13.8ft),  Out-to-Out Width: 4.7m (15.4ft)

Condition: Deck: Serious,  Superstructure: Poor,  Substructure: Fair,  Channel: Fair,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 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: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 0.73m (2.40ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $75,000,  Roadway Improvement Cost: $44,000,  Total Project Cost: $119,000 ( Estimate for 2007),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: 221095,  Location: 2.5 MILES WEST OF DALTON (Lat: 42.528411,  Lng: -78.018856),  Route carried "on" structure: City street ,  Year Built: 1976,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 13 (year 2003),  Truck Traffic: 5%,  Average Future Daily Traffic: 18 (year 2023),  Design Load: H 20,  Features Intersected: UNNAMED CREEK,  Facility Carried by Structure: PENNYCOOK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 4.8m (15.7ft),  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: 7.9m (25.9ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 0.67m (2.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Bridge Improvement Cost: $122,000,  Roadway Improvement Cost: $73,000,  Total Project Cost: $195,000 ( Estimate for 2007),  Deck Structure Type: Wood or Timber

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Structure Number: 331653,  Location: 1.5 MI W OF NUNDA (Lat: 42.576131,  Lng: -77.970197),  Route carried "on" structure: City street ,  Year Built: 1991,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 178 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 246 (year 2027),  Design Load: HS 20,  Features Intersected: KESHEQUA CREEK,  Facility Carried by Structure: PARKER 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: 14.6m (47.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: October 2007,  Bridge Improvement Cost: $194,000,  Roadway Improvement Cost: $116,000,  Total Project Cost: $310,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 331657,  Location: .8 MILE WEST OF DALTON (Lat: 42.540653,  Lng: -77.966528),  Route carried "on" structure: City street ,  Year Built: 1910,  Status: Closed,  Structure Length: 3.01m (9.88ft),  Average Daily Traffic: 62 (year 2001),  Truck Traffic: 5%,  Average Future Daily Traffic: 86 (year 2021),  Features Intersected: NORFOLK SOUTHERN,  Facility Carried by Structure: HUNTS HOLLOW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: Railroad,  Maintenance Responsibility: County Highway Agency,  Approaching Roadway Width: 4.8m (15.7ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.8m (38.7ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 4.2m (13.8ft),  Out-to-Out Width: 4.8m (15.7ft)

Condition: Deck: Satisfactory,  Superstructure: Critical,  Substructure: Fair,  Operating Rating: 22.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 13.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  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: 3.01m (9.88ft),  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: $767,000,  Roadway Improvement Cost: $507,000,  Total Project Cost: $1,274,000 ( Estimate for 2007),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 331658,  Location: 1 MI. SW OF DALTON (Lat: 42.537708,  Lng: -77.959078),  Route carried "on" structure: City street ,  Year Built: 1986,  Status: Open,  Structure Length: 1.00m (3.28ft),  Average Daily Traffic: 379 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 525 (year 2027),  Design Load: HS 20,  Features Intersected: KESHEQUA CREEK,  Facility Carried by Structure: CHEESE FACTORY 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),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.0m (32.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 79.7 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  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 2007,  Bridge Improvement Cost: $185,000,  Roadway Improvement Cost: $110,000,  Total Project Cost: $295,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 331659,  Location: 1.7 MI SW OF DALTON (Lat: 42.519119,  Lng: -77.962978),  Route carried "on" structure: City street ,  Year Built: 1925,  Year Reconstructed: 1956,  Status: Posted for load,  Structure Length: 0.97m (3.18ft),  Average Daily Traffic: 24 (year 1996),  Truck Traffic: 5%,  Average Future Daily Traffic: 33 (year 2016),  Features Intersected: KESHEQUA CREEK,  Facility Carried by Structure: DOAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.2m (13.8ft),  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: 6.1m (20.0ft),  Out-to-Out Width: 6.3m (20.7ft)

Condition: Deck: Satisfactory,  Superstructure: Serious,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 22.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 13.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 0.97m (3.18ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2007,  Bridge Improvement Cost: $162,000,  Roadway Improvement Cost: $97,000,  Total Project Cost: $259,000 ( Estimate for 2007),  Deck Structure Type: Wood or Timber

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Structure Number: 33166,  Location: 1.4 MI SW OF DALTON (Lat: 42.522433,  Lng: -77.959317),  Route carried "on" structure: City street ,  Year Built: 1900,  Year Reconstructed: 1956,  Status: Posted for load,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 47 (year 2003),  Truck Traffic: 5%,  Average Future Daily Traffic: 65 (year 2023),  Features Intersected: KESHEQUA CREEK,  Facility Carried by Structure: BAKER 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),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 5.4m (17.7ft),  Out-to-Out Width: 5.8m (19.0ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 19.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 11.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Somewhat better than minimum adequacy,  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: 1.43m (4.69ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: May 2007,  Critical Feature Inspection Date: May 2007,  Bridge Improvement Cost: $221,000,  Roadway Improvement Cost: $132,000,  Total Project Cost: $353,000 ( Estimate for 2007),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 336994,  Location: 2 MILES SW OF NUNDA (Lat: 42.552653,  Lng: -77.977753),  Route carried "on" structure: County highway ,  Year Built: 2003,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 531 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 735 (year 2027),  Design Load: HS 25,  Features Intersected: KESHEQUA CREEK,  Facility Carried by Structure: COUNTY ROAD 7
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: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Structural Evaluation: High priority of corrective action,  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: 1.34m (4.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Bridge Improvement Cost: $273,000,  Roadway Improvement Cost: $162,000,  Total Project Cost: $435,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 704293,  Location: 4.8MI W JCT RTS 436 + 408 (Lat: 42.577661,  Lng: -78.029611),  Route carried "under" structure: Alternate State highway 436,  Year Built: 1931,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 3,477 (year 2006),  Truck Traffic: 8%,  Features Intersected: RTE 436,  Facility Carried by Structure: NORFOLK SOUTHERN
Minimum Vertical Clearance: 4.41m (14.47ft),  Kilometerpoint: 1.432,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 18.8m (61.7ft)