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

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Structure Number: 100372,  Location: 3.7 MI E JCT SH 7 & SH 36 (Lat: 42.163103,  Lng: -75.767208),  Route carried "on" structure: State highway 7,  Year Built: 2014,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 1,749 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,824 (year 2040),  Design Load: HL 93,  Features Intersected: Tributary Osborn
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.980,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Excellent,  Channel: Good,  Operating Rating: 79.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.97m (3.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $508,000,  Roadway Improvement Cost: $297,000,  Total Project Cost: $805,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 100375,  Location: 1.3 MI W JCT SH 7 & SH 79 (Lat: 42.197347,  Lng: -75.655944),  Route carried "on" structure: State highway 7,  Year Built: 1956,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 1,945 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,029 (year 2040),  Design Load: H 20,  Features Intersected: TRIB BELDEN BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 45.985,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.9m (35.8ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.15m (3.77ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $805,000,  Roadway Improvement Cost: $471,000,  Total Project Cost: $1,277,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 100376,  Location: 0.7 MI W JCT RTS 7 & 79 (Lat: 42.190761,  Lng: -75.648906),  Route carried "on" structure: Alternate State highway 7,  Year Built: 1956,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 1,945 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,029 (year 2040),  Design Load: H 20,  Features Intersected: BELDEN BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.838,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.0m (39.4ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.2m (59.7ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  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: Equal to 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: 1.98m (6.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $1,043,000,  Roadway Improvement Cost: $611,000,  Total Project Cost: $1,653,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 100378,  Location: 1.0 MI NE JCT RTS 7 & 79 (Lat: 42.190386,  Lng: -75.616808),  Route carried "on" structure: State highway 7,  Year Built: 1997,  Status: Open,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 2,869 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 2,992 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: WYLIE BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 49.734,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 55.1 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: 37.3 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: 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: 2.83m (9.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $1,005,000,  Roadway Improvement Cost: $589,000,  Total Project Cost: $1,594,000 ( 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: 102474,  Location: 0.2 MI S JCT RTS I88 & 41 (Lat: 42.194036,  Lng: -75.542750),  Route carried "on" structure: State highway 41,  Year Built: 1995,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 549 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 769 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: CORNELL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.874,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 52.5 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: 40.5 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: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.76m (2.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $226,000,  Roadway Improvement Cost: $132,000,  Total Project Cost: $358,000 ( Estimate for 2021)

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Structure Number: 103043,  Location: 4.5 MI N JCT SH 79 & SH 1 (Lat: 42.127247,  Lng: -75.643386),  Route carried "on" structure: State highway 79,  Year Built: 1996,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 930 (year 2017),  Truck Traffic: 17%,  Average Future Daily Traffic: 970 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: OUAQUAGA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.023,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Inventory Rating: 78.9 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: Equal to present desirable criteria,  Length Of Structure Improvement: 1.49m (4.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $523,000,  Roadway Improvement Cost: $306,000,  Total Project Cost: $829,000 ( Estimate for 2021)

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Structure Number: 103044,  Location: 0.1 MI N JCT SH 79 + SH 7 (Lat: 42.198089,  Lng: -75.655608),  Route carried "on" structure: State highway 79,  Year Built: 2002,  Status: Open,  Structure Length: 1.44m (4.72ft),  Average Daily Traffic: 530 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 552 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: TRIB BELDEN BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.619,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.0m (29.5ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.9m (42.3ft),  Curb-To-Curb Width: 9.5m (31.2ft),  Out-to-Out Width: 42.6m (139.8ft)

Condition: Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 81.6 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 desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.43m (4.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $1,401,000,  Roadway Improvement Cost: $820,000,  Total Project Cost: $2,221,000 ( Estimate for 2021)

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Structure Number: 106313,  Location: 5.5 MI E JCT SH 7 & SH369 (Lat: 42.176964,  Lng: -75.739831),  Route carried "on" structure: State highway 7,  Year Built: 2003,  Status: Open,  Structure Length: 2.77m (9.09ft),  Average Daily Traffic: 1,498 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,562 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: TRIB. OSBORNE CREEK, NOR
Minimum Vertical Clearance: 6.30m (20.67ft),  Kilometerpoint: 37.828,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 7 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 12.5m (41.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 82.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.77m (9.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $502,000,  Roadway Improvement Cost: $294,000,  Total Project Cost: $796,000 ( Estimate for 2021)

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Structure Number: 1093991,  Location: IN HARPURSVILLE (Lat: 42.184489,  Lng: -75.621014),  Route carried "on" structure: Interstate 88,  Year Built: 1974,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 14.81m (48.59ft),  Average Daily Traffic: 5,685 (year 2007),  Truck Traffic: 29%,  Design Load: HS 20,  Features Intersected: MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.128,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 14.81m (48.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $4,414,000,  Roadway Improvement Cost: $2,585,000,  Total Project Cost: $7,000,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 1093992,  Location: IN HARPURSVILLE (Lat: 42.184231,  Lng: -75.621156),  Route carried "on" structure: Interstate 88,  Year Built: 1974,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 17.28m (56.69ft),  Average Daily Traffic: 3,991 (year 2019),  Truck Traffic: 25%,  Average Future Daily Traffic: 4,752 (year 2040),  Design Load: HS 20,  Features Intersected: MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.144,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 55.1m (180.8ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 17.28m (56.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $5,150,000,  Roadway Improvement Cost: $3,016,000,  Total Project Cost: $8,166,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Cathodic Protection

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Structure Number: 1094001,  Location: JCT RTE I88+SUSQUEHANNA R (Lat: 42.184439,  Lng: -75.610556),  Route carried "on" structure: Interstate 88,  Year Built: 1974,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 11.58m (37.99ft),  Average Daily Traffic: 5,685 (year 2007),  Truck Traffic: 29%,  Average Future Daily Traffic: 7,958 (year 2027),  Design Load: HS 20,  Features Intersected: SUSQUEHANNA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.029,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 44.5m (146.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.58m (37.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $3,476,000,  Roadway Improvement Cost: $2,036,000,  Total Project Cost: $5,512,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 1094002,  Location: JCT RTE I88+SUSQUEHANNA R (Lat: 42.184189,  Lng: -75.610681),  Route carried "on" structure: Interstate 88,  Year Built: 1974,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 11.58m (37.99ft),  Average Daily Traffic: 3,991 (year 2019),  Truck Traffic: 25%,  Average Future Daily Traffic: 4,752 (year 2040),  Design Load: HS 20,  Features Intersected: SUSQUEHANNA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.029,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 44.5m (146.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: 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: Equal to present desirable criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.58m (37.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $3,476,000,  Roadway Improvement Cost: $2,036,000,  Total Project Cost: $5,512,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 10949,  Location: 1.7 MI W OF CHENANGO C LN (Lat: 42.184292,  Lng: -75.606017),  Route carried "on" structure: County highway ,  Year Built: 1974,  Status: Open,  Structure Length: 6.71m (22.01ft),  Average Daily Traffic: 357 (year 2016),  Truck Traffic: 14%,  Average Future Daily Traffic: 372 (year 2040),  Design Load: HS 20,  Features Intersected: 88I 88I91011115 EB, RTE,  Facility Carried by Structure: EAST WINDSOR ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.709,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.3m (115.8ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 83.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.70m (21.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $2,102,000,  Roadway Improvement Cost: $1,231,000,  Total Project Cost: $3,333,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1095021,  Location: 2.3 MI W JCT RTS I88&79 (Lat: 42.196678,  Lng: -75.676603),  Route carried "on" structure: Interstate 88,  Year Built: 1977,  Status: Open,  Structure Length: 3.50m (11.48ft),  Average Daily Traffic: 6,579 (year 2005),  Truck Traffic: 22%,  Average Future Daily Traffic: 9,211 (year 2025),  Design Load: HS 20,  Features Intersected: BEECH RIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.188,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 34.4m (112.9ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 85.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.50m (11.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $1,481,000,  Roadway Improvement Cost: $867,000,  Total Project Cost: $2,349,000 ( 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: 1095022,  Location: 2.3 MI W JCT RTS I88&79 (Lat: 42.196153,  Lng: -75.676583),  Route carried "on" structure: Interstate 88,  Year Built: 1977,  Status: Open,  Structure Length: 3.59m (11.78ft),  Average Daily Traffic: 4,538 (year 2019),  Truck Traffic: 24%,  Average Future Daily Traffic: 5,405 (year 2040),  Design Load: HS 20,  Features Intersected: BEECH RIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.188,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 34.4m (112.9ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 89.8 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: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.59m (11.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $1,364,000,  Roadway Improvement Cost: $799,000,  Total Project Cost: $2,163,000 ( 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: 1095031,  Location: 0.7 MI W JCT RTS I88&79 (Lat: 42.189083,  Lng: -75.650892),  Route carried "on" structure: Interstate 88,  Year Built: 1977,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 6,579 (year 2005),  Truck Traffic: 22%,  Design Load: HS 20,  Features Intersected: BATES ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.602,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 44.1m (144.7ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 57.3 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: 44.4 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: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.63m (15.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $1,982,000,  Roadway Improvement Cost: $1,160,000,  Total Project Cost: $3,142,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Galvanized Reinforcing

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Structure Number: 1095032,  Location: 0.7 MI W JCT RTS I88&79 (Lat: 42.188928,  Lng: -75.651394),  Route carried "on" structure: Interstate 88,  Year Built: 1977,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 4,538 (year 2019),  Truck Traffic: 24%,  Average Future Daily Traffic: 5,405 (year 2040),  Design Load: HS 20,  Features Intersected: BATES ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.602,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 43.8m (143.7ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 65.8 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: 50.5 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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.57m (14.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $1,692,000,  Roadway Improvement Cost: $991,000,  Total Project Cost: $2,682,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Galvanized Reinforcing

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Structure Number: 1095041,  Location: JCT OF RTS I88&79 (Lat: 42.186750,  Lng: -75.637461),  Route carried "on" structure: Interstate 88,  Year Built: 1977,  Status: Open,  Structure Length: 4.69m (15.39ft),  Average Daily Traffic: 6,579 (year 2007),  Truck Traffic: 29%,  Design Load: HS 20,  Features Intersected: RTE 79
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.792,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 56.1 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: 43.1 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: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.69m (15.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $1,796,000,  Roadway Improvement Cost: $1,052,000,  Total Project Cost: $2,848,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Galvanized Reinforcing

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Structure Number: 1095042,  Location: JCT OF RTS I88&79 (Lat: 42.186481,  Lng: -75.637397),  Route carried "on" structure: Interstate 88,  Year Built: 1977,  Status: Open,  Structure Length: 4.69m (15.39ft),  Average Daily Traffic: 4,538 (year 2019),  Truck Traffic: 25%,  Average Future Daily Traffic: 5,405 (year 2040),  Design Load: HS 20,  Features Intersected: RTE 79
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.792,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 58.0 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: 44.7 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: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.69m (15.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $1,699,000,  Roadway Improvement Cost: $995,000,  Total Project Cost: $2,693,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Galvanized Reinforcing

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Structure Number: 109506,  Location: 1.0 MI E JCT RTS 7&79 (Lat: 42.189156,  Lng: -75.639922),  Route carried "on" structure: State highway 7,  Year Built: 1977,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 1,945 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,029 (year 2040),  Design Load: HS 20,  Features Intersected: BELDEN BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 47.594,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 6 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.8m (15.7ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 76.0 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: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.09m (3.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $284,000,  Roadway Improvement Cost: $166,000,  Total Project Cost: $451,000 ( Estimate for 2021)

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Structure Number: 109507,  Location: 0.3 MI E JCT RTS I88&79 (Lat: 42.185806,  Lng: -75.631003),  Route carried "on" structure: Interstate 88,  Year Built: 1977,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 7,981 (year 2019),  Truck Traffic: 25%,  Average Future Daily Traffic: 9,505 (year 2040),  Design Load: HS 20,  Features Intersected: BELDEN BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.323,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 28.3m (92.8ft),  Skew: 24 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 76.7 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.67m (2.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $336,000,  Roadway Improvement Cost: $197,000,  Total Project Cost: $533,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1095341,  Location: CONNECTOR - I88 & SH 7 (Lat: 42.163300,  Lng: -75.771917),  Route carried "on" structure: Interstate 88,  Year Built: 1977,  Status: Open,  Structure Length: 4.17m (13.68ft),  Average Daily Traffic: 6,643 (year 2011),  Truck Traffic: 25%,  Average Future Daily Traffic: 9,300 (year 2031),  Design Load: HS 20,  Features Intersected: CONNECTION ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.904,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 40.5m (132.9ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 89.8 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: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.17m (13.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $1,431,000,  Roadway Improvement Cost: $838,000,  Total Project Cost: $2,269,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1095342,  Location: CONNECTOR - I88 & SH 7 (Lat: 42.163033,  Lng: -75.771753),  Route carried "on" structure: Interstate 88,  Year Built: 1977,  Status: Open,  Structure Length: 4.17m (13.68ft),  Average Daily Traffic: 4,521 (year 2019),  Truck Traffic: 23%,  Average Future Daily Traffic: 5,384 (year 2040),  Design Load: HS 20,  Features Intersected: CONNECTION ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.904,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 40.5m (132.9ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 89.8 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: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.17m (13.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $1,463,000,  Roadway Improvement Cost: $857,000,  Total Project Cost: $2,320,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 109535,  Location: NORTH OF EXIT 4 - I88 (Lat: 42.163978,  Lng: -75.772319),  Route carried "on" structure: Other road ,  Year Built: 1977,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 450 (year 1980),  Truck Traffic: 10%,  Average Future Daily Traffic: 630 (year 2000),  Design Load: HS 20,  Features Intersected: OSBORNE CREEK,  Facility Carried by Structure: CONNECTION ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.7m (31.8ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 89.8 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: 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: 1.06m (3.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $860,000,  Roadway Improvement Cost: $504,000,  Total Project Cost: $1,364,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1095361,  Location: 7.6 mi W Jct Rts I88 & 79 (Lat: 42.166278,  Lng: -75.763236),  Route carried "on" structure: Interstate 88,  Year Built: 2012,  Status: Open,  Structure Length: 2.99m (9.81ft),  Average Daily Traffic: 6,579 (year 2005),  Truck Traffic: 22%,  Design Load: HL 93,  Features Intersected: Osborne Creek
Minimum Vertical Clearance: 99.90m (327.76ft),  Kilometerpoint: 20.177,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.1m (95.5ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 63.8 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: 49.2 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: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.98m (9.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $972,000,  Roadway Improvement Cost: $569,000,  Total Project Cost: $1,542,000 ( 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: 1095362,  Location: 7.6 mi W Jct Rts I88 & 79 (Lat: 42.166147,  Lng: -75.762669),  Route carried "on" structure: Interstate 88,  Year Built: 2013,  Status: Open,  Structure Length: 3.02m (9.91ft),  Average Daily Traffic: 4,521 (year 2019),  Truck Traffic: 23%,  Average Future Daily Traffic: 5,384 (year 2040),  Design Load: HL 93,  Features Intersected: Osborne Creek
Minimum Vertical Clearance: 99.90m (327.76ft),  Kilometerpoint: 13.741,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.9m (98.1ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 63.8 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: 49.2 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: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.01m (9.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $979,000,  Roadway Improvement Cost: $573,000,  Total Project Cost: $1,553,000 ( 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: 1095371,  Location: 6.2 MI W JCT RTS I88&79 (Lat: 42.179658,  Lng: -75.745072),  Route carried "on" structure: Interstate 88,  Year Built: 1977,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 9.24m (30.31ft),  Average Daily Traffic: 6,643 (year 2011),  Truck Traffic: 25%,  Average Future Daily Traffic: 9,300 (year 2031),  Design Load: HS 20,  Features Intersected: CR 221 Tunnel Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.849,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 35.0m (114.8ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 69.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.23m (30.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $2,886,000,  Roadway Improvement Cost: $1,690,000,  Total Project Cost: $4,577,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1095372,  Location: 6.2 MI W JCT RTS I88&79 (Lat: 42.179294,  Lng: -75.745064),  Route carried "on" structure: Interstate 88,  Year Built: 1977,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 9.27m (30.41ft),  Average Daily Traffic: 4,521 (year 2019),  Truck Traffic: 23%,  Average Future Daily Traffic: 5,384 (year 2040),  Design Load: HS 20,  Features Intersected: CR 221 Tunnel Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.849,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 35.0m (114.8ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.26m (30.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $3,052,000,  Roadway Improvement Cost: $1,787,000,  Total Project Cost: $4,839,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1095381,  Location: 6.0 MI W JCT RTS I88&79 (Lat: 42.180197,  Lng: -75.740908),  Route carried "on" structure: Interstate 88,  Year Built: 1977,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 5.30m (17.39ft),  Average Daily Traffic: 6,643 (year 2011),  Truck Traffic: 25%,  Average Future Daily Traffic: 9,300 (year 2031),  Design Load: HS 25 or greater,  Features Intersected: NORFOLK SOUTHERN RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.235,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.2m (59.7ft),  Curb-To-Curb Width: 12.7m (41.7ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 69.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.30m (17.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $1,615,000,  Roadway Improvement Cost: $946,000,  Total Project Cost: $2,561,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1095382,  Location: 6.0 MI W JCT RTS I88&79 (Lat: 42.179839,  Lng: -75.740664),  Route carried "on" structure: Interstate 88,  Year Built: 1977,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 5.06m (16.60ft),  Average Daily Traffic: 4,521 (year 2019),  Truck Traffic: 23%,  Average Future Daily Traffic: 5,384 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: NORFOLK SOUTHERN RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.235,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 87.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.05m (16.57ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $1,635,000,  Roadway Improvement Cost: $957,000,  Total Project Cost: $2,592,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1095391,  Location: JCT OF RTS I88&7 (Lat: 42.184197,  Lng: -75.722989),  Route carried "on" structure: Interstate 88,  Year Built: 1977,  Status: Open,  Structure Length: 12.19m (39.99ft),  Average Daily Traffic: 6,643 (year 2011),  Truck Traffic: 25%,  Average Future Daily Traffic: 9,300 (year 2031),  Design Load: HS 20,  Features Intersected: RTE 7
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.667,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 49.9m (163.7ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 67.1 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: 51.5 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.19m (39.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $3,606,000,  Roadway Improvement Cost: $2,112,000,  Total Project Cost: $5,718,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1095392,  Location: JCT OF RTS I88&7 (Lat: 42.183600,  Lng: -75.723678),  Route carried "on" structure: Interstate 88,  Year Built: 1977,  Status: Open,  Structure Length: 11.95m (39.21ft),  Average Daily Traffic: 4,521 (year 2019),  Truck Traffic: 23%,  Average Future Daily Traffic: 5,384 (year 2040),  Design Load: HS 20,  Features Intersected: RTE 7
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.667,  Lanes on structure: 3,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 49.9m (163.7ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 50.2 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: 38.6 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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.94m (39.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $3,810,000,  Roadway Improvement Cost: $2,231,000,  Total Project Cost: $6,042,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 10954,  Location: 4.1 MI W JCT I88 & SH 79 (Lat: 42.187206,  Lng: -75.704372),  Route carried "on" structure: Other road 992,  Year Built: 1977,  Status: Open,  Structure Length: 8.99m (29.49ft),  Average Daily Traffic: 871 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 908 (year 2040),  Design Load: HS 20,  Features Intersected: 88I 88I91011059, RTE I88
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.048,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 47.2m (154.9ft),  Curb-To-Curb Width: 19.2m (63.0ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.99m (29.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $4,671,000,  Roadway Improvement Cost: $2,735,000,  Total Project Cost: $7,406,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 109541,  Location: 6.3 MI W JCT I88 & SH 79 (Lat: 42.178664,  Lng: -75.748331),  Route carried "on" structure: Interstate 88,  Year Built: 1972,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 9,041 (year 2019),  Truck Traffic: 23%,  Average Future Daily Traffic: 10,767 (year 2040),  Design Load: HS 20,  Features Intersected: OSBORNE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.607,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 24 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  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: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.70m (2.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $318,000,  Roadway Improvement Cost: $186,000,  Total Project Cost: $504,000 ( Estimate for 2021)

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Structure Number: 222537,  Location: IN HARPURSVILLE (Lat: 42.180861,  Lng: -75.623183),  Route carried "on" structure: Other road ,  Year Built: 2007,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 1,949 (year 2016),  Truck Traffic: 9%,  Average Future Daily Traffic: 2,729 (year 2036),  Features Intersected: BELDEN BROOK,  Facility Carried by Structure: MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.257,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  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: 18.0m (59.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Inventory Rating: 67.1 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.92m (6.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $475,000,  Roadway Improvement Cost: $278,000,  Total Project Cost: $753,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 227188,  Location: .05 M S of JCT with NY 7 (Lat: 42.202958,  Lng: -75.677025),  Route carried "on" structure: Other road ,  Year Built: 2021,  Status: Open,  Structure Length: 0.76m (2.49ft),  Features Intersected: BELDEN BROOK,  Facility Carried by Structure: BEECH RIDGE ROAD
Minimum Vertical Clearance: 32.69m (107.25ft),  Kilometerpoint: 0.064,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Satisfactory,  Culverts: Excellent,  Operating Rating: 74.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021

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Structure Number: 334917,  Location: .8 MI E JCT SH 7 & SH 235 (Lat: 42.193400,  Lng: -75.600356),  Route carried "on" structure: County highway ,  Year Built: 1990,  Status: Open,  Structure Length: 12.86m (42.19ft),  Average Daily Traffic: 1,250 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 1,304 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SUSQUEHANNA RIVER,  Facility Carried by Structure: EAST WINDSOR ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 51.2m (168.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.86m (42.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $2,717,000,  Roadway Improvement Cost: $1,591,000,  Total Project Cost: $4,308,000 ( 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: 334918,  Location: 4 MILES NORTHEAST WINDSOR (Lat: 42.131378,  Lng: -75.593967),  Route carried "on" structure: County highway ,  Year Built: 2015,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 255 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 357 (year 2037),  Design Load: HL 93,  Features Intersected: TRIBUTARY to SUSQUEHANNA,  Facility Carried by Structure: CR233 EAST WINDSO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.096,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Good,  Operating Rating: 56.2 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.12m (3.67ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $324,000,  Roadway Improvement Cost: $190,000,  Total Project Cost: $514,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other