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

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Structure Number: 102321,  Location: 0.2 MI E OF SPENCER (Lat: 42.207836,  Lng: -76.503344),  Route carried "on" structure: State highway 34,  Year Built: 1941,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 2.68m (8.79ft),  Average Daily Traffic: 4,068 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 4,093 (year 2040),  Design Load: HS 20,  Features Intersected: RAILROAD AVENUE, ITHACA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.751,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 12.4m (40.7ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 98.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.68m (8.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $1,494,000,  Roadway Improvement Cost: $875,000,  Total Project Cost: $2,369,000 ( Estimate for 2021),  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: 103499,  Location: 3.6MI E INTERS RT 34 & 96 (Lat: 42.221111,  Lng: -76.427492),  Route carried "on" structure: State highway 96,  Year Built: 1989,  Status: Open,  Structure Length: 3.17m (10.40ft),  Average Daily Traffic: 2,258 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 2,271 (year 2040),  Design Load: HS 20,  Features Intersected: CATATONK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.615,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.4m (99.7ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 98.0 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: Equal to present desirable 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: 3.16m (10.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $841,000,  Roadway Improvement Cost: $493,000,  Total Project Cost: $1,334,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1035,  Location: 2.6 MI E OF SPENCER (Lat: 42.217722,  Lng: -76.444494),  Route carried "on" structure: State highway 96,  Year Built: 1934,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 2,258 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 2,271 (year 2040),  Design Load: H 20,  Features Intersected: SULPHUR SPRNGS CK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.160,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.1m (39.7ft),  Curb-To-Curb Width: 9.5m (31.2ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 47.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 36.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.34m (4.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $469,000,  Roadway Improvement Cost: $274,000,  Total Project Cost: $743,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 103501,  Location: 0.1 MI E OF SPENCER (Lat: 42.209769,  Lng: -76.492203),  Route carried "on" structure: State highway 96,  Year Built: 2015,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 3,591 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 3,613 (year 2040),  Design Load: HL 93,  Features Intersected: CATATONK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.343,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very 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: 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: 1.88m (6.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $687,000,  Roadway Improvement Cost: $403,000,  Total Project Cost: $1,090,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 10902,  Location: 3.7 MI NE OF SPENCER (Lat: 42.256478,  Lng: -76.507403),  Route carried "on" structure: Alternate State highway 34,  Year Built: 1968,  Status: Posted for load-capacity,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 3,358 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 3,378 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: DRY RUN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.139,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 74.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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: 1.12m (3.67ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $195,000,  Roadway Improvement Cost: $114,000,  Total Project Cost: $309,000 ( Estimate for 2021)

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Structure Number: 221885,  Location: 1.8 MI N OF SPENCER (Lat: 42.233903,  Lng: -76.488506),  Route carried "on" structure: County highway ,  Year Built: 1975,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 215 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 301 (year 2037),  Design Load: HS 20,  Features Intersected: CATATONK CREEK,  Facility Carried by Structure: FISHER SETTLEMENT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.949,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.9m (12.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 75.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 29.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.85m (2.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $74,000,  Roadway Improvement Cost: $43,000,  Total Project Cost: $117,000 ( Estimate for 2021)

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Structure Number: 221886,  Location: 2 MILES NORTH OF SPENCER (Lat: 42.236453,  Lng: -76.485325),  Route carried "on" structure: Other road ,  Year Built: 1973,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 215 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 301 (year 2037),  Design Load: HS 20,  Features Intersected: MILLER CREEK,  Facility Carried by Structure: FISHER SETTLEMENT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.352,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  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: 7.5m (24.6ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 58.1 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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 0.79m (2.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $227,000,  Roadway Improvement Cost: $133,000,  Total Project Cost: $360,000 ( Estimate for 2021),  Deck Structure Type: Open Grating,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 221887,  Location: 2.6 MI N OF SPENCER (Lat: 42.246406,  Lng: -76.480433),  Route carried "on" structure: Other road ,  Year Built: 1984,  Status: Posted for load,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 215 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 301 (year 2037),  Features Intersected: MILLER CREEK,  Facility Carried by Structure: FISHER SETTLEMENT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.558,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  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: 7.5m (24.6ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 17.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 10.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 1.12m (3.67ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $273,000,  Roadway Improvement Cost: $160,000,  Total Project Cost: $433,000 ( Estimate for 2021),  Deck Structure Type: Open Grating,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 22189,  Location: 2.2 MI E OF SPENCER (Lat: 42.208631,  Lng: -76.451447),  Route carried "on" structure: Other road ,  Year Built: 1979,  Status: Posted for load,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 164 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 230 (year 2036),  Features Intersected: SO BR CATATONK CK,  Facility Carried by Structure: OWL CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.797,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 3 degrees,  Material/Design: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 8.8m (28.9ft),  Curb-To-Curb Width: 6.8m (22.3ft),  Out-to-Out Width: 7.1m (23.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 1.95m (6.40ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $495,000,  Roadway Improvement Cost: $290,000,  Total Project Cost: $785,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 221893,  Location: 4.3 MI SE OF SPENCER (Lat: 42.158158,  Lng: -76.456428),  Route carried "on" structure: Other road ,  Year Built: 2016,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 56 (year 2002),  Truck Traffic: 8%,  Average Future Daily Traffic: 78 (year 2022),  Design Load: HS 20,  Features Intersected: CATATONK CREEK,  Facility Carried by Structure: SOUTH HILL ROAD
Minimum Vertical Clearance: 32.69m (107.25ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Good,  Operating Rating: 58.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 35.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 1.58m (5.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $468,000,  Roadway Improvement Cost: $274,000,  Total Project Cost: $743,000 ( Estimate for 2021),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 221911,  Location: IN SPENCER (Lat: 42.211142,  Lng: -76.491689),  Route carried "on" structure: Other road ,  Year Built: 1904,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 326 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 456 (year 2037),  Design Load: HS 25 or greater,  Features Intersected: CATATONK CREEK,  Facility Carried by Structure: OWEGO STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.434,  Lanes on structure: 1,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 4.3m (14.1ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.5m (54.1ft),  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 5.3m (17.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 55.3 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 1.76m (5.77ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Critical Feature Inspection Date: August 2020,  Bridge Improvement Cost: $641,000,  Roadway Improvement Cost: $375,000,  Total Project Cost: $1,016,000 ( Estimate for 2021),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 221912,  Location: IN SPENCER (Lat: 42.213603,  Lng: -76.491742),  Route carried "on" structure: Other road ,  Year Built: 1897,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 87 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 122 (year 2036),  Features Intersected: CATATONK CREEK,  Facility Carried by Structure: EAST HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.064,  Lanes on structure: 1,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.9m (39.0ft),  Curb-To-Curb Width: 4.1m (13.5ft),  Out-to-Out Width: 4.3m (14.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 29.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 17.2 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: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.31m (4.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $131,000,  Roadway Improvement Cost: $77,000,  Total Project Cost: $208,000 ( Estimate for 2021),  Deck Structure Type: Open Grating,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 225505,  Location: 3.3 MI NE OF SPENCER (Lat: 42.240044,  Lng: -76.446142),  Route carried "on" structure: Other road ,  Year Built: 1972,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 46 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 64 (year 2036),  Features Intersected: SULPHUR SPRING CREEK,  Facility Carried by Structure: EMERY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.850,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.5m (14.8ft)

Condition: Channel: Fair,  Culverts: Poor,  Operating Rating: 73.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 19.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.06m (3.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $104,000,  Roadway Improvement Cost: $61,000,  Total Project Cost: $164,000 ( Estimate for 2021)

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Structure Number: 227172,  Location: NW of Spencer (Lat: 42.263908,  Lng: -76.523689),  Route carried "on" structure: Other road ,  Year Built: 2020,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 190 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 266 (year 2037),  Design Load: HS 20,  Features Intersected: TRIBUTARY TO MICHIGAN CR,  Facility Carried by Structure: HULBERT HOLLOW ROA
Minimum Vertical Clearance: 32.69m (107.25ft),  Kilometerpoint: 1.432,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.1m (33.1ft)

Condition: Channel: Good,  Culverts: Excellent,  Inventory Rating: 88.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  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: Febuary 2021

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Structure Number: 333484,  Location: 2.0 MI E OF VAN ETTEN (Lat: 42.193125,  Lng: -76.516858),  Route carried "on" structure: County highway ,  Year Built: 1931,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 238 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 333 (year 2037),  Design Load: HS 25 or greater,  Features Intersected: DEAN CREEK,  Facility Carried by Structure: CR 3 DEAN CR RD
Minimum Vertical Clearance: 32.69m (107.25ft),  Kilometerpoint: 11.231,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 4 degrees,  Material/Design: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Satisfactory,  Channel: Poor,  Operating Rating: 70.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 0.88m (2.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $254,000,  Roadway Improvement Cost: $149,000,  Total Project Cost: $402,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 333485,  Location: 1.9 MI E OF VAN ETTEN (Lat: 42.197303,  Lng: -76.519656),  Route carried "on" structure: County highway ,  Year Built: 2012,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 238 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 333 (year 2037),  Design Load: HS 25 or greater,  Features Intersected: DEAN CREEK,  Facility Carried by Structure: CR 3 DEAN CREEK RO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.746,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.7m (35.1ft),  Curb-To-Curb Width: 9.5m (31.2ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Inventory Rating: 62.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  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: 1.21m (3.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $458,000,  Roadway Improvement Cost: $268,000,  Total Project Cost: $726,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 333486,  Location: 0.6 MI S OF SPENCER (Lat: 42.202103,  Lng: -76.495758),  Route carried "on" structure: County highway ,  Year Built: 2012,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 855 (year 2017),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,197 (year 2037),  Design Load: HS 25 or greater,  Features Intersected: DEAN CREEK,  Facility Carried by Structure: SABIN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.459,  Lanes on structure: 2,  Owner: County 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: 14.6m (47.9ft),  Curb-To-Curb Width: 9.5m (31.2ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Satisfactory,  Superstructure: Excellent,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 62.6 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: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.61m (5.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $489,000,  Roadway Improvement Cost: $286,000,  Total Project Cost: $775,000 ( Estimate for 2021),  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: 333499,  Location: 1.4 MI SE OF SPENCER (Lat: 42.198078,  Lng: -76.472358),  Route carried "on" structure: County highway ,  Year Built: 1961,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 2.96m (9.71ft),  Average Daily Traffic: 1,109 (year 2016),  Truck Traffic: 9%,  Average Future Daily Traffic: 1,156 (year 2040),  Design Load: H 20,  Features Intersected: S. BRANCH CATATONK CREEK,  Facility Carried by Structure: HALSEY VALLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.306,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 82.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.95m (9.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $974,000,  Roadway Improvement Cost: $570,000,  Total Project Cost: $1,544,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3335,  Location: 1.3 MI SE OF SPENCER (Lat: 42.199022,  Lng: -76.472314),  Route carried "on" structure: County highway ,  Year Built: 1961,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 1,109 (year 2016),  Truck Traffic: 9%,  Average Future Daily Traffic: 1,156 (year 2040),  Design Load: H 20,  Features Intersected: DEAN CREEK,  Facility Carried by Structure: HALSEY VALLEY RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.434,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.1m (39.7ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 88.9 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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.28m (4.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $394,000,  Roadway Improvement Cost: $231,000,  Total Project Cost: $625,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 333501,  Location: 1.0 MI E OF SPENCER (Lat: 42.207981,  Lng: -76.471072),  Route carried "on" structure: County highway ,  Year Built: 1940,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 1.75m (5.74ft),  Average Daily Traffic: 1,109 (year 2016),  Truck Traffic: 9%,  Average Future Daily Traffic: 1,156 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: CATATONK CREEK,  Facility Carried by Structure: HALSEY VALLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.448,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.4m (57.1ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Very good,  Channel: Good,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.76m (5.77ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $674,000,  Roadway Improvement Cost: $394,000,  Total Project Cost: $1,068,000 ( Estimate for 2021),  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: 333502,  Location: 3.0 MI E OF SPENCER (Lat: 42.213639,  Lng: -76.435528),  Route carried "on" structure: Other road ,  Year Built: 1963,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 227 (year 2017),  Truck Traffic: 14%,  Average Future Daily Traffic: 318 (year 2037),  Design Load: H 15,  Features Intersected: DEAN CREEK,  Facility Carried by Structure: EAST SPENCER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.121,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.4m (66.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 58.1 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.19m (7.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $632,000,  Roadway Improvement Cost: $370,000,  Total Project Cost: $1,003,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 102321,  Location: 0.2 MI E OF SPENCER (Lat: 42.207836,  Lng: -76.503344),  Route carried "under" structure: ServiceOther road ,  Year Built: 1941,  Structure Length: 0. m,  Average Daily Traffic: 50 (year 2011),  Features Intersected: RAILROAD AVENUE, ITHACA,  Facility Carried by Structure: RTE 34
Minimum Vertical Clearance: 7.64m (25.07ft),  Kilometerpoint: 0.965,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 12.4m (40.7ft)

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Structure Number: 702323,  Location: 4.3 MI NE OF SPENCER (Lat: 42.263814,  Lng: -76.509614),  Route carried "under" structure: State highway 34,  Year Built: 1924,  Structure Length: 0. m,  Average Daily Traffic: 2,783 (year 2010),  Features Intersected: RTE 34,  Facility Carried by Structure: NORFOLK SOUTHERN M
Minimum Vertical Clearance: 4.17m (13.68ft),  Kilometerpoint: 9.960,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 15.2m (49.9ft)