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

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Structure Number: 104634,  Location: .2 MI N ALGNY RVR & SH353 (Lat: 42.176308,  Lng: -78.748208),  Route carried "on" structure: State highway 353,  Year Built: 1948,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 2.86m (9.38ft),  Average Daily Traffic: 5,356 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 6,038 (year 2027),  Design Load: HS 20,  Features Intersected: LITTLE VALLEY CRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.822,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Excellent,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 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: Meets minimum limits,  Length Of Structure Improvement: 2.86m (9.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Bridge Improvement Cost: $1,740,000,  Roadway Improvement Cost: $1,035,000,  Total Project Cost: $2,775,000 ( 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: 33603,  Location: 0.8 MI S OF ELK DALE (Lat: 42.193533,  Lng: -78.749875),  Route carried "on" structure: City street ,  Year Built: 1973,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 22 (year 2005),  Truck Traffic: 6%,  Average Future Daily Traffic: 27 (year 2025),  Design Load: H 20,  Features Intersected: LITTLE VALLEY CRK,  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: 4.5m (14.8ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 5.3m (17.4ft),  Out-to-Out Width: 5.8m (19.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.13m (6.99ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2007,  Critical Feature Inspection Date: June 2007,  Underwater Inspection Date: September 2005,  Bridge Improvement Cost: $267,000,  Roadway Improvement Cost: $159,000,  Total Project Cost: $426,000 ( Estimate for 2007),  Deck Structure Type: Open Grating

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Structure Number: 60628,  Location: 1.9 MI N JCT 17 + INT 19 (Lat: 42.136906,  Lng: -78.776400),  Route carried "on" structure: Other road 951R,  Year Built: 1967,  Status: Open,  Structure Length: 5.63m (18.47ft),  Average Daily Traffic: 500 (year 1976),  Truck Traffic: 4%,  Average Future Daily Traffic: 623 (year 1996),  Design Load: HS 20,  Features Intersected: RTE I86
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 161.994,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.1m (88.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 67.1 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,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.63m (18.47ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Bridge Improvement Cost: $553,000,  Roadway Improvement Cost: $321,000,  Total Project Cost: $874,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 606484,  Location: 0.6 MI W CITY SALAMANCA (Lat: 42.162211,  Lng: -78.773589),  Route carried "on" structure: State highway 951R,  Year Built: 1998,  Status: Open,  Structure Length: 2.86m (9.38ft),  Average Daily Traffic: 300 (year 1973),  Truck Traffic: 6%,  Average Future Daily Traffic: 374 (year 1993),  Design Load: HS 25,  Features Intersected: BUCKTOOTH RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  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: 27.7m (90.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 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: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.86m (9.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Bridge Improvement Cost: $526,000,  Roadway Improvement Cost: $313,000,  Total Project Cost: $839,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 660005,  Location: MAIN ST CITY OF SALAMANCA (Lat: 42.156836,  Lng: -78.715572),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 11.97m (39.27ft),  Average Daily Traffic: 6,550 (year 2000),  Truck Traffic: 6%,  Average Future Daily Traffic: 7,384 (year 2020),  Design Load: HS 20,  Features Intersected: ALLEGHENY RIVER,  Facility Carried by Structure: MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.2m (36.7ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 46.0m (150.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 66.2 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: Superior to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.97m (39.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $684,000,  Roadway Improvement Cost: $407,000,  Total Project Cost: $1,091,000 ( 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: 601225,  Location: 0.4 MI N JCT 17 + ALLEG R (Lat: 42.157072,  Lng: -78.701344),  Route carried "under" structure: City street 417,  Year Built: 1933,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 8,900 (year 1972),  Truck Traffic: 6%,  Features Intersected: RTE 417, WILDWOOD AVENUE,  Facility Carried by Structure: WESTERN NY & PENN
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 326.627,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 23.1m (75.8ft)

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Structure Number: 601225,  Location: 0.4 MI N JCT 17 + ALLEG R (Lat: 42.157072,  Lng: -78.701344),  Route carried "under" structure: City street ,  Year Built: 1933,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 100 (year 2007),  Truck Traffic: 6%,  Features Intersected: RTE 417, WILDWOOD AVENUE,  Facility Carried by Structure: WESTERN NY & PENN
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 23.1m (75.8ft)

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Structure Number: 6012261,  Location: 2.5 MI E JCT 17 + 353 (Lat: 42.159775,  Lng: -78.688011),  Route carried "under" structure: US 219,  Year Built: 1902,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 5,100 (year 1987),  Truck Traffic: 6%,  Features Intersected: RTE 417, RTE 219,  Facility Carried by Structure: BUFF & PITTSBURGH
Minimum Vertical Clearance: 4.39m (14.40ft),  Kilometerpoint: 322.202,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 13.7m (44.9ft)

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Structure Number: 6012261,  Location: 2.5 MI E JCT 17 + 353 (Lat: 42.159775,  Lng: -78.688011),  Route carried "under" structure: State highway 417,  Year Built: 1902,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 4,821 (year 2005),  Truck Traffic: 6%,  Features Intersected: RTE 417, RTE 219,  Facility Carried by Structure: BUFF & PITTSBURGH
Minimum Vertical Clearance: 4.01m (13.16ft),  Kilometerpoint: 5.969,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 13.7m (44.9ft)

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Structure Number: 60628,  Location: 1.9 MI N JCT 17 + INT 19 (Lat: 42.136906,  Lng: -78.776400),  Route carried "under" structure: Interstate 86,  Year Built: 1967,  Structure Length: 5.63m (18.47ft),  Average Daily Traffic: 9,806 (year 2007),  Truck Traffic: 26%,  Features Intersected: RTE I86,  Facility Carried by Structure: IRR RTE 951R
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 29.767,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.1m (88.9ft)

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Structure Number: 6600061,  Location: AT SALAMANCA,MAIN STREET (Lat: 42.160192,  Lng: -78.714542),  Route carried "under" structure: City street ,  Year Built: 1918,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 7,802 (year 2007),  Truck Traffic: 6%,  Features Intersected: MAIN STREET,  Facility Carried by Structure: WESTERN NY & PENN
Minimum Vertical Clearance: 4.16m (13.65ft),  Kilometerpoint: 0.579,  Lanes under structure: 2,  Material/Design: Aluminum, Iron,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 10.3m (33.8ft)

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Structure Number: 6600062,  Location: AT SALAMANCA,MAIN STREET (Lat: 42.160267,  Lng: -78.714475),  Route carried "under" structure: City street ,  Year Built: 1901,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 7,802 (year 2007),  Truck Traffic: 6%,  Features Intersected: MAIN STREET,  Facility Carried by Structure: WESTERN NY & PENN
Minimum Vertical Clearance: 4.16m (13.65ft),  Kilometerpoint: 0.579,  Lanes under structure: 2,  Material/Design: Aluminum, Iron,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 10.3m (33.8ft)

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Structure Number: 6600063,  Location: AT SALAMANCA,MAIN STREET (Lat: 42.160067,  Lng: -78.714531),  Route carried "under" structure: City street ,  Year Built: 1901,  Structure Length: 1.82m (5.97ft),  Average Daily Traffic: 7,802 (year 2007),  Truck Traffic: 6%,  Features Intersected: MAIN STREET,  Facility Carried by Structure: WESTERN NY & PENN
Minimum Vertical Clearance: 4.16m (13.65ft),  Kilometerpoint: 0.579,  Lanes under structure: 2,  Material/Design: Aluminum, Iron,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 10.0m (32.8ft)

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Structure Number: 6600064,  Location: AT SALAMANCA,MAIN STREET (Lat: 42.160133,  Lng: -78.714583),  Route carried "under" structure: City street ,  Year Built: 1901,  Structure Length: 1.88m (6.17ft),  Average Daily Traffic: 7,802 (year 2007),  Truck Traffic: 6%,  Features Intersected: MAIN STREET,  Facility Carried by Structure: WESTERN NY & PENN
Minimum Vertical Clearance: 4.16m (13.65ft),  Kilometerpoint: 0.579,  Lanes under structure: 2,  Material/Design: Aluminum, Iron,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 10.0m (32.8ft)