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

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National Bridge Inventory (NBI) Statistics
Number of bridges: 14
Total length: 17 meters (56ft)
Total costs: $6,788,000
Total average daily traffic: 9,202
Total average daily truck traffic: 675
Total future (year 2020) average daily traffic: 11,380
National Bridge Inventory (NBI) Registered Bridges for Pompey

New bridges - Historical Statistics

  • 1920-1929: 2
  • 1930-1939: 3
  • 1940-1949: 1
  • 1950-1959: 0
  • 1960-1969: 1
  • 1970-1979: 1
  • 1980-1989: 1
  • 1990-1999: 4
  • 2000-2009: 1

Reconstructed bridges - Historical Statistics

  • 1960-1969: 2
  • 1970-1979: 0
  • 1980-1989: 0
  • 1990-1999: 2

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Channel

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Structure Number: 10158,  Location: 6.4 MI NE JCT RTS 20 + 91 (Lat: 42.912769,  Lng: -75.909103),  Route carried "on" structure: US 20,  Year Built: 1931,  Year Reconstructed: 1971,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 2,410 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,797 (year 2026),  Design Load: H 20,  Features Intersected: LIMESTONE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.154,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.6m (34.8ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.49m (4.89ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: May 2006,  Underwater Inspection Date: April 1996,  Bridge Improvement Cost: $369,000,  Roadway Improvement Cost: $220,000,  Total Project Cost: $589,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 220823,  Location: 1.7 MI S MANLIUS (Lat: 42.968331,  Lng: -75.978953),  Route carried "on" structure: City street ,  Year Built: 1928,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 1.15m (3.77ft),  Average Daily Traffic: 304 (year 2000),  Truck Traffic: 5%,  Average Future Daily Traffic: 426 (year 2020),  Design Load: HS 20,  Features Intersected: W BR LIMESTONE CK,  Facility Carried by Structure: INDIAN HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 5.4m (17.7ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.6m (34.8ft),  Curb-To-Curb Width: 6.0m (19.7ft),  Out-to-Out Width: 6.6m (21.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Fair,  Channel: Fair,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 1.15m (3.77ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $121,000,  Roadway Improvement Cost: $72,000,  Total Project Cost: $193,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 32079,  Location: 1 MILE SOUTH OF U S 20 (Lat: 42.901742,  Lng: -75.915517),  Route carried "on" structure: County highway ,  Year Built: 2002,  Status: Open,  Structure Length: 0.72m (2.36ft),  Average Daily Traffic: 1,339 (year 2000),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,545 (year 2020),  Design Load: HS 25,  Features Intersected: CHEESE FACTRY GLF,  Facility Carried by Structure: ORAN DELPHI ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Good,  Operating Rating: 75.1 metric tons,  Inventory Rating: 40.8 metric tons,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.72m (2.36ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Bridge Improvement Cost: $180,000,  Roadway Improvement Cost: $107,000,  Total Project Cost: $287,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 320819,  Location: 1.1 MI NNE DELPHI (Lat: 42.890575,  Lng: -75.909642),  Route carried "on" structure: City street ,  Year Built: 1931,  Year Reconstructed: 1998,  Status: Posted for load,  Structure Length: 1.24m (4.07ft),  Average Daily Traffic: 100 (year 2001),  Truck Traffic: 6%,  Average Future Daily Traffic: 126 (year 2021),  Features Intersected: LIMESTONE CREEK,  Facility Carried by Structure: TRACY 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),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.8m (38.7ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Excellent,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 34.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.0 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: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 1.24m (4.07ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $659,000,  Roadway Improvement Cost: $392,000,  Total Project Cost: $1,051,000 ( Estimate for 2007),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 320821,  Location: 2.1 MI E OF POMPEY CENTER (Lat: 42.924814,  Lng: -75.908453),  Route carried "on" structure: City street ,  Year Built: 1941,  Status: Closed,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 44 (year 2001),  Truck Traffic: 6%,  Average Future Daily Traffic: 55 (year 2021),  Features Intersected: LIMESTONE CREEK,  Facility Carried by Structure: HILLS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 4.5m (14.8ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 6.4m (21.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Imminent failure,  Superstructure: Poor,  Substructure: Fair,  Channel: Fair,  Operating Rating: 25.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 15.4 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: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 1.37m (4.49ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $267,000,  Roadway Improvement Cost: $159,000,  Total Project Cost: $426,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 320822,  Location: BET CR5 & CR146-POMPEY HO (Lat: 42.956025,  Lng: -75.918733),  Route carried "on" structure: City street ,  Year Built: 1935,  Status: Open,  Structure Length: 1.67m (5.48ft),  Average Daily Traffic: 46 (year 2001),  Truck Traffic: 6%,  Average Future Daily Traffic: 58 (year 2021),  Features Intersected: LIMESTONE CREEK,  Facility Carried by Structure: NUMBER 2 EAST RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.8m (15.7ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.5m (50.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 17.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: 1.67m (5.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Bridge Improvement Cost: $289,000,  Roadway Improvement Cost: $172,000,  Total Project Cost: $461,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 320824,  Location: 1.2 MILES S OF MANLIUS (Lat: 42.984742,  Lng: -75.984636),  Route carried "on" structure: City street ,  Year Built: 1989,  Status: Open,  Structure Length: 1.67m (5.48ft),  Average Daily Traffic: 941 (year 2003),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,317 (year 2023),  Features Intersected: W BR LIMESTONE CK,  Facility Carried by Structure: BRICKYARD FLLS RD
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),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.1m (52.8ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.67m (5.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Bridge Improvement Cost: $289,000,  Roadway Improvement Cost: $172,000,  Total Project Cost: $461,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 331259,  Location: .5 MI E OF DELPHI (Lat: 42.876175,  Lng: -75.902992),  Route carried "on" structure: County highway ,  Year Built: 1928,  Year Reconstructed: 1969,  Status: Open,  Structure Length: 1.18m (3.87ft),  Average Daily Traffic: 116 (year 2001),  Truck Traffic: 6%,  Average Future Daily Traffic: 146 (year 2021),  Features Intersected: LIMESTONE CREEK,  Facility Carried by Structure: POMPEY HOLLOW 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: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.4m (17.7ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Fair,  Operating Rating: 40.8 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: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.18m (3.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Bridge Improvement Cost: $187,000,  Roadway Improvement Cost: $111,000,  Total Project Cost: $298,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 33126,  Location: 5.3 MI SE POMPEY CENTER (Lat: 42.870431,  Lng: -75.902861),  Route carried "on" structure: County highway ,  Year Built: 1979,  Status: Open,  Structure Length: 1.00m (3.28ft),  Average Daily Traffic: 179 (year 2003),  Truck Traffic: 6%,  Average Future Daily Traffic: 225 (year 2023),  Design Load: HS 20,  Features Intersected: LIMESTONE CREEK,  Facility Carried by Structure: DELPHI FALLS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Steel,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.0m (32.8ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Superstructure: Poor,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 76.8 metric tons,  Inventory Rating: 19.5 metric tons,  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 desirable criteria,  Length Of Structure Improvement: 1.00m (3.28ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: July 2007,  Bridge Improvement Cost: $310,000,  Roadway Improvement Cost: $185,000,  Total Project Cost: $495,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 331261,  Location: 0.8 MI SE OF DELPHI FALLS (Lat: 42.862456,  Lng: -75.904275),  Route carried "on" structure: County highway ,  Year Built: 1994,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 162 (year 2003),  Truck Traffic: 6%,  Average Future Daily Traffic: 203 (year 2023),  Features Intersected: LIMESTONE CREEK,  Facility Carried by Structure: CARDNER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 77.3 metric tons,  Inventory Rating: 40.8 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.73m (2.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Bridge Improvement Cost: $192,000,  Roadway Improvement Cost: $114,000,  Total Project Cost: $306,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 331262,  Location: 3 MI N DERUYTER RESERVOIR (Lat: 42.866719,  Lng: -75.901961),  Route carried "on" structure: County highway ,  Year Built: 1993,  Status: Open,  Structure Length: 1.21m (3.97ft),  Average Daily Traffic: 162 (year 2003),  Truck Traffic: 6%,  Average Future Daily Traffic: 203 (year 2023),  Features Intersected: E B LIMESTONE CRK,  Facility Carried by Structure: CARDNER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.9m (35.8ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Superstructure: Very good,  Substructure: Very good,  Channel: Fair,  Operating Rating: 80.4 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.21m (3.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Bridge Improvement Cost: $370,000,  Roadway Improvement Cost: $220,000,  Total Project Cost: $590,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 331264,  Location: 0.5 MI S OF ORAN (Lat: 42.970619,  Lng: -75.933525),  Route carried "on" structure: County highway ,  Year Built: 1968,  Status: Open,  Structure Length: 1.61m (5.28ft),  Average Daily Traffic: 1,520 (year 2003),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,753 (year 2023),  Design Load: HS 20,  Features Intersected: LIMESTONE CREEK,  Facility Carried by Structure: ORAN - DELPHI RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  Material/Design: Steel,  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: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 10.3m (33.8ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 31.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.61m (5.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Bridge Improvement Cost: $392,000,  Roadway Improvement Cost: $233,000,  Total Project Cost: $625,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 331266,  Location: 3.2 MILES S OF MANLIUS (Lat: 42.950178,  Lng: -75.982356),  Route carried "on" structure: County highway ,  Year Built: 1993,  Status: Open,  Structure Length: 1.09m (3.58ft),  Average Daily Traffic: 729 (year 2002),  Truck Traffic: 6%,  Average Future Daily Traffic: 916 (year 2022),  Features Intersected: W B LIMESTONE CRK,  Facility Carried by Structure: WATERVALE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Aluminum, Iron,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 78.0 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.09m (3.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Bridge Improvement Cost: $315,000,  Roadway Improvement Cost: $188,000,  Total Project Cost: $503,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 331267,  Location: 1.6 MI S MANLIUS (Lat: 42.980286,  Lng: -75.980914),  Route carried "on" structure: County highway ,  Year Built: 1990,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 1,150 (year 2001),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,610 (year 2021),  Features Intersected: W.BR.LIMESTONE CK,  Facility Carried by Structure: BROADFIELD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.2m (36.7ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Very good,  Channel: Good,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.55m (5.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Bridge Improvement Cost: $315,000,  Roadway Improvement Cost: $188,000,  Total Project Cost: $503,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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