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

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Structure Number: 101432,  Location: 1.1 MI E JCT SH17C &SH201 (Lat: 42.112458,  Lng: -75.948228),  Route carried "on" structure: State highway 17C,  Year Built: 1980,  Status: Open,  Structure Length: 2.95m (9.68ft),  Average Daily Traffic: 10,791 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 13,468 (year 2027),  Design Load: HS 20,  Features Intersected: NORFOLK SOUTHERN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.319,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Inventory Rating: 56.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.95m (9.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Bridge Improvement Cost: $544,000,  Roadway Improvement Cost: $325,000,  Total Project Cost: $869,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1063179,  Location: 0.5 MI E JCT RTS 17 + 17C (Lat: 42.120319,  Lng: -75.977150),  Route carried "on" structure: State highway 17,  Year Built: 1971,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 3.16m (10.37ft),  Average Daily Traffic: 46,927 (year 1999),  Truck Traffic: 9%,  Average Future Daily Traffic: 64,614 (year 2019),  Design Load: HS 20+Mod,  Features Intersected: OAKDALE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.242,  Lanes on structure: 7,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 36.2m (118.8ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.4m (99.7ft),  Curb-To-Curb Width: 35.3m (115.8ft),  Out-to-Out Width: 37.2m (122.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 80.7 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: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.16m (10.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Bridge Improvement Cost: $7,207,000,  Roadway Improvement Cost: $4,181,000,  Total Project Cost: $11,388,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1063189,  Location: JCT RTS 201 + 17 (Lat: 42.120108,  Lng: -75.969250),  Route carried "on" structure: State highway 201,  Year Built: 1971,  Status: Open,  Structure Length: 6.61m (21.69ft),  Average Daily Traffic: 43,888 (year 2002),  Truck Traffic: 5%,  Average Future Daily Traffic: 57,261 (year 2022),  Design Load: HS 20,  Features Intersected: RTE 17
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 164.021,  Lanes on structure: 6,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 29.2m (95.8ft),  Skew: 33 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.6m (107.0ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 28.3m (92.8ft),  Out-to-Out Width: 30.1m (98.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.61m (21.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Bridge Improvement Cost: $7,207,000,  Roadway Improvement Cost: $4,181,000,  Total Project Cost: $11,388,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 106319,  Location: .2 MI E JCT SH 17 & SH 20 (Lat: 42.119592,  Lng: -75.963756),  Route carried "on" structure: Ramp State highway 17,  Year Built: 1971,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 65,934 (year 1989),  Truck Traffic: 9%,  Average Future Daily Traffic: 90,785 (year 2009),  Design Load: HS 20+Mod,  Features Intersected: FINCH HOLLOW CRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 174.416,  Lanes on structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 46.6m (152.9ft),  Skew: 22 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 78.0 metric tons,  Inventory Rating: 32.6 metric tons,  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: 0.82m (2.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $837,000,  Roadway Improvement Cost: $498,000,  Total Project Cost: $1,335,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1063209,  Location: 0.7 MI E JCT RTS 17 + 201 (Lat: 42.119522,  Lng: -75.956453),  Route carried "on" structure: State highway 17,  Year Built: 1971,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 41,039 (year 1999),  Truck Traffic: 9%,  Average Future Daily Traffic: 56,507 (year 2019),  Design Load: HS 20+Mod,  Features Intersected: NORTH BROAD ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.690,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 32.6m (107.0ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 31.8m (104.3ft),  Out-to-Out Width: 33.6m (110.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 88.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.6 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: 3.20m (10.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Bridge Improvement Cost: $837,000,  Roadway Improvement Cost: $498,000,  Total Project Cost: $1,335,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1063219,  Location: 1.0 MI E JCT RTS 17 + 201 (Lat: 42.119778,  Lng: -75.950447),  Route carried "on" structure: State highway 17,  Year Built: 1971,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 7.98m (26.18ft),  Average Daily Traffic: 41,039 (year 1999),  Truck Traffic: 9%,  Average Future Daily Traffic: 56,507 (year 2019),  Design Load: HS 20+Mod,  Features Intersected: LESTER AVENUE, LITTLECHO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.779,  Lanes on structure: 8,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 39.6m (129.9ft),  Skew: 21 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.6m (93.8ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 35.7m (117.1ft),  Out-to-Out Width: 37.4m (122.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.98m (26.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Bridge Improvement Cost: $837,000,  Roadway Improvement Cost: $498,000,  Total Project Cost: $1,335,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1063229,  Location: 1.2 MI E JCT RTS 17 + 201 (Lat: 42.119869,  Lng: -75.945572),  Route carried "on" structure: State highway 17,  Year Built: 1971,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 66,370 (year 2005),  Truck Traffic: 9%,  Average Future Daily Traffic: 91,385 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: STELLA IRELAND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.089,  Lanes on structure: 8,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 37.4m (122.7ft),  Skew: 21 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 37.7m (123.7ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 34.4m (112.9ft),  Out-to-Out Width: 37.2m (122.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.90m (12.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $837,000,  Roadway Improvement Cost: $498,000,  Total Project Cost: $1,335,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1063269,  Location: JCT RTS 201 + 17C (Lat: 42.114156,  Lng: -75.969756),  Route carried "on" structure: US ,  Year Built: 1971,  Status: Open,  Structure Length: 13.44m (44.09ft),  Average Daily Traffic: 9,767 (year 2003),  Truck Traffic: 6%,  Average Future Daily Traffic: 12,190 (year 2023),  Design Load: H 20,  Features Intersected: LIT CHOCONUT CRK,  Facility Carried by Structure: RAMP JK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 163.796,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 33.2m (108.9ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 17.6m (57.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 73.0 metric tons,  Inventory Rating: 27.9 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.44m (44.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Bridge Improvement Cost: $2,475,000,  Roadway Improvement Cost: $1,436,000,  Total Project Cost: $3,911,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 106327,  Location: JCT SH 17C & SH 201 (Lat: 42.115497,  Lng: -75.969578),  Route carried "on" structure: State highway 17C,  Year Built: 1970,  Status: Open,  Structure Length: 1.09m (3.58ft),  Average Daily Traffic: 9,716 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 12,127 (year 2027),  Design Load: HS 20,  Features Intersected: LITT CHOCONUT CRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.269,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.4m (17.7ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 0.5m (1.6ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 76.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.09m (3.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Bridge Improvement Cost: $569,000,  Roadway Improvement Cost: $338,000,  Total Project Cost: $907,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1063289,  Location: JCT RTS 201 & 17C (Lat: 42.115528,  Lng: -75.968208),  Route carried "on" structure: State highway 201,  Year Built: 1971,  Status: Open,  Structure Length: 29.56m (96.98ft),  Average Daily Traffic: 49,308 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 67,892 (year 2027),  Design Load: HS 20,  Features Intersected: RTE 17C, LIT CHOCONUT CR
Minimum Vertical Clearance: 5.38m (17.65ft),  Kilometerpoint: 2.668,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 31.3m (102.7ft),  Skew: 39 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 40.2m (131.9ft),  Curb-To-Curb Width: 28.3m (92.8ft),  Out-to-Out Width: 30.1m (98.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Excellent,  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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 29.56m (96.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Bridge Improvement Cost: $19,206,000,  Roadway Improvement Cost: $11,142,000,  Total Project Cost: $30,348,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 106328A,  Location: JCT SH 201 & SH 17C (Lat: 42.117531,  Lng: -75.967864),  Route carried "on" structure: Ramp State highway 201,  Year Built: 1971,  Status: Open,  Structure Length: 7.56m (24.80ft),  Average Daily Traffic: 43,888 (year 2002),  Truck Traffic: 5%,  Average Future Daily Traffic: 57,261 (year 2022),  Design Load: HS 20+Mod,  Features Intersected: NORFOLK SOUTHERN, LITTLE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 163.973,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 9.7m (31.8ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.1m (125.0ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Excellent,  Operating Rating: 99.3 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.56m (24.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Bridge Improvement Cost: $19,206,000,  Roadway Improvement Cost: $11,142,000,  Total Project Cost: $30,348,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1063309,  Location: .2 MI N JCT SH 201 & SH 1 (Lat: 42.123314,  Lng: -75.971031),  Route carried "on" structure: State highway 201,  Year Built: 1971,  Status: Open,  Structure Length: 1.64m (5.38ft),  Average Daily Traffic: 15,700 (year 2002),  Truck Traffic: 5%,  Average Future Daily Traffic: 20,484 (year 2022),  Design Load: H 20,  Features Intersected: FINCH HOLLOW CRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 161.190,  Lanes on structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 28.3m (92.8ft),  Skew: 36 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 78.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.64m (5.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $1,026,000,  Roadway Improvement Cost: $610,000,  Total Project Cost: $1,636,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 107297,  Location: 0.2MI.S.JCT.RTES. 17 &201 (Lat: 42.109817,  Lng: -75.966833),  Route carried "on" structure: State highway 201,  Year Built: 1986,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 22.64m (74.28ft),  Average Daily Traffic: 49,308 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 67,892 (year 2027),  Design Load: HS 20,  Features Intersected: GRAND AVENUE, CONRAIL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.899,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.3m (79.7ft),  Skew: 22 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 36.5m (119.8ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 22.3m (73.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than 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: 22.64m (74.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Bridge Improvement Cost: $224,000,  Roadway Improvement Cost: $133,000,  Total Project Cost: $357,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 107298,  Location: 0.1MI.S.INTER.RTES201&17C (Lat: 42.114164,  Lng: -75.968861),  Route carried "on" structure: Ramp Other road ,  Year Built: 1986,  Status: Open,  Structure Length: 4.72m (15.49ft),  Average Daily Traffic: 4,750 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,197 ,  Design Load: HS 20,  Features Intersected: RIVERSIDE DRIVE,  Facility Carried by Structure: RAMP-RTS17C TO201
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 80.4 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Equal to present desirable 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: 4.72m (15.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Bridge Improvement Cost: $224,000,  Roadway Improvement Cost: $133,000,  Total Project Cost: $357,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 107299,  Location: 0.1MI.S.INTER.RTES291&17C (Lat: 42.113853,  Lng: -75.968825),  Route carried "on" structure: Ramp Other road ,  Year Built: 1986,  Status: Open,  Structure Length: 4.08m (13.39ft),  Average Daily Traffic: 4,357 (year 2003),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,685 (year 2023),  Design Load: HS 20,  Features Intersected: RIVERSIDE DRIVE,  Facility Carried by Structure: RAMPRT201 TO 17C
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.5m (60.7ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Very good,  Operating Rating: 79.3 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Equal to present desirable 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: 4.08m (13.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Bridge Improvement Cost: $224,000,  Roadway Improvement Cost: $133,000,  Total Project Cost: $357,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Structure Number: 107848,  Location: Jcy Rte 201 & Ramp A,  Route carried "on" structure: State highway ,  Year Built: 2005,  Status: Open,  Structure Length: 3.68m (12.07ft),  Average Daily Traffic: 27,400 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 37,727 ,  Design Load: HS 25,  Features Intersected: Ramp A,  Facility Carried by Structure: US 1 20
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  Skew: 24 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.9m (111.2ft),  Curb-To-Curb Width: 20.4m (66.9ft),  Out-to-Out Width: 22.0m (72.2ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.68m (12.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Bridge Improvement Cost: $221,000,  Roadway Improvement Cost: $132,000,  Total Project Cost: $353,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Structure Number: 107849,  Location: Jct Rte 201 & Ramp B,  Route carried "on" structure: State highway ,  Year Built: 2005,  Status: Open,  Structure Length: 3.45m (11.32ft),  Average Daily Traffic: 27,400 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 35,749 ,  Design Load: HS 25,  Features Intersected: Ramp B,  Facility Carried by Structure: US 1 20
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 34.5m (113.2ft),  Skew: 25 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.6m (107.0ft),  Curb-To-Curb Width: 20.4m (66.9ft),  Out-to-Out Width: 22.0m (72.2ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  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: Superior to present desirable 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: 3.45m (11.32ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Bridge Improvement Cost: $221,000,  Roadway Improvement Cost: $132,000,  Total Project Cost: $353,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 22257,  Location: VILLAGE OF JOHNSON CITY (Lat: 42.121047,  Lng: -75.949036),  Route carried "on" structure: City street ,  Year Built: 1957,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 1.61m (5.28ft),  Average Daily Traffic: 7,594 (year 1996),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,842 (year 2016),  Design Load: HS 20,  Features Intersected: LIT CHOCONUT CR,  Facility Carried by Structure: HARRY L DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 9.7m (31.8ft),  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: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 88.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.61m (5.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Bridge Improvement Cost: $197,000,  Roadway Improvement Cost: $117,000,  Total Project Cost: $314,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 222571,  Location: VILLAGE OF JOHNSON CITY (Lat: 42.124633,  Lng: -75.975531),  Route carried "on" structure: City street ,  Year Built: 1941,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 1.24m (4.07ft),  Average Daily Traffic: 9,763 (year 1997),  Truck Traffic: 6%,  Average Future Daily Traffic: 12,185 (year 2017),  Design Load: HS 20,  Features Intersected: FINCH HOLLOW CRK,  Facility Carried by Structure: HARRY L ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 22.5m (73.8ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.7m (31.8ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 0.0m,  Curb-To-Curb Width: 22.5m (73.8ft),  Out-to-Out Width: 26.0m (85.3ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Good,  Channel: Good,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.24m (4.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Bridge Improvement Cost: $197,000,  Roadway Improvement Cost: $117,000,  Total Project Cost: $314,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 222581,  Location: VILLAGE OF JOHNSON CITY (Lat: 42.115728,  Lng: -75.950314),  Route carried "on" structure: Business City street ,  Year Built: 1987,  Status: Open,  Structure Length: 6.64m (21.78ft),  Average Daily Traffic: 5,770 (year 1998),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,770 (year 2018),  Design Load: HS 20,  Features Intersected: NORFOLK SOUTHERN,  Facility Carried by Structure: LESTER AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 9.7m (31.8ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.7m (77.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 78.0 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: 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: 6.64m (21.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Bridge Improvement Cost: $1,905,000,  Roadway Improvement Cost: $1,133,000,  Total Project Cost: $3,038,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 222583,  Location: VILLAGE OF JOHNSON CITY (Lat: 42.117486,  Lng: -75.957078),  Route carried "on" structure: Alternate City street ,  Year Built: 1983,  Status: Open,  Structure Length: 12.58m (41.27ft),  Average Daily Traffic: 5,705 (year 1998),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,705 (year 2018),  Design Load: HS 20,  Features Intersected: OLIVE STREET, LITTLE CHO,  Facility Carried by Structure: ARCH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 38.7m (127.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Poor,  Channel: Good,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 12.58m (41.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  Bridge Improvement Cost: $3,618,000,  Roadway Improvement Cost: $2,099,000,  Total Project Cost: $5,717,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 225765,  Location: VILLAGE OF JOHNSON CITY (Lat: 42.121914,  Lng: -75.948242),  Route carried "on" structure: City street ,  Year Built: 1972,  Status: Open,  Structure Length: 4.02m (13.19ft),  Average Daily Traffic: 924 (year 2001),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,153 (year 2021),  Features Intersected: LIT CHOCONUT CRK,  Facility Carried by Structure: HARRY L.DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  Skew: 6 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.6m (129.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Excellent,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 63.5 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.02m (13.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Bridge Improvement Cost: $231,000,  Roadway Improvement Cost: $137,000,  Total Project Cost: $368,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 226821,  Location: VILLAGE OF JOHNSON CITY (Lat: 42.124342,  Lng: -75.974881),  Route carried "on" structure: Other road ,  Year Built: 1990,  Status: Open,  Structure Length: 1.00m (3.28ft),  Average Daily Traffic: 11,843 (year 1998),  Truck Traffic: 5%,  Average Future Daily Traffic: 15,349 (year 2018),  Design Load: HS 20,  Features Intersected: FINCH HOLLOW CRK,  Facility Carried by Structure: WEGMANS-ENTRANCE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  Skew: 21 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.7m (31.8ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 0.0m,  Curb-To-Curb Width: 19.7m (64.6ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Very good,  Channel: Good,  Operating Rating: 86.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.00m (3.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Bridge Improvement Cost: $143,000,  Roadway Improvement Cost: $85,000,  Total Project Cost: $228,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 334984,  Location: VILLAGE OF JOHNSON CITY (Lat: 42.117836,  Lng: -75.950575),  Route carried "on" structure: City street ,  Year Built: 1956,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 2.22m (7.28ft),  Average Daily Traffic: 3,945 (year 1998),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,945 (year 2018),  Design Load: HS 25,  Features Intersected: LITT CHOCONUT CRK,  Facility Carried by Structure: LESTER AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.0m (32.8ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 10.0m (32.8ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Very good,  Channel: Very good,  Operating Rating: 78.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 2.22m (7.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $230,000,  Roadway Improvement Cost: $137,000,  Total Project Cost: $367,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1063179,  Location: 0.5 MI E JCT RTS 17 + 17C (Lat: 42.120319,  Lng: -75.977150),  Route carried "under" structure: Business City street ,  Year Built: 1971,  Structure Length: 3.16m (10.37ft),  Average Daily Traffic: 4,900 (year 1980),  Truck Traffic: 4%,  Features Intersected: OAKDALE ROAD,  Facility Carried by Structure: RTE 17
Minimum Vertical Clearance: 0.49m (1.61ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.4m (99.7ft)

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Structure Number: 1063189,  Location: JCT RTS 201 + 17 (Lat: 42.120108,  Lng: -75.969250),  Route carried "under" structure: State highway 17,  Year Built: 1971,  Structure Length: 6.61m (21.69ft),  Average Daily Traffic: 46,927 (year 1999),  Truck Traffic: 9%,  Features Intersected: RTE 17,  Facility Carried by Structure: RTE 201
Minimum Vertical Clearance: 0.51m (1.67ft),  Kilometerpoint: 13.162,  Lanes on structure: 6,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.6m (107.0ft)

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Structure Number: 1063209,  Location: 0.7 MI E JCT RTS 17 + 201 (Lat: 42.119522,  Lng: -75.956453),  Route carried "under" structure: Bypass City street ,  Year Built: 1971,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 5,000 (year 1980),  Truck Traffic: 4%,  Features Intersected: NORTH BROAD ST,  Facility Carried by Structure: RTE 17
Minimum Vertical Clearance: 4.69m (15.39ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 1063219,  Location: 1.0 MI E JCT RTS 17 + 201 (Lat: 42.119778,  Lng: -75.950447),  Route carried "under" structure: Bypass City street ,  Year Built: 1971,  Structure Length: 7.98m (26.18ft),  Average Daily Traffic: 7,000 (year 1980),  Truck Traffic: 4%,  Features Intersected: LESTER AVENUE, LITTLECHO,  Facility Carried by Structure: RTE 17
Minimum Vertical Clearance: 4.59m (15.06ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.6m (93.8ft)

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Structure Number: 1063229,  Location: 1.2 MI E JCT RTS 17 + 201 (Lat: 42.119869,  Lng: -75.945572),  Route carried "under" structure: Alternate Other road ,  Year Built: 1971,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 8,200 (year 1981),  Truck Traffic: 6%,  Features Intersected: STELLA IRELAND,  Facility Carried by Structure: RTE 17
Minimum Vertical Clearance: 4.87m (15.98ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.7m (123.7ft)

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Structure Number: 1063289,  Location: JCT RTS 201 & 17C (Lat: 42.115528,  Lng: -75.968208),  Route carried "under" structure: State highway 17C,  Year Built: 1971,  Structure Length: 29.56m (96.98ft),  Average Daily Traffic: 9,716 (year 2007),  Truck Traffic: 6%,  Features Intersected: RTE 17C, LIT CHOCONUT CR,  Facility Carried by Structure: RTE 201
Minimum Vertical Clearance: 5.63m (18.47ft),  Kilometerpoint: 13.371,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.2m (131.9ft)

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Structure Number: 107297,  Location: 0.2MI.S.JCT.RTES. 17 &201 (Lat: 42.109817,  Lng: -75.966833),  Route carried "under" structure: Business City street ,  Year Built: 1986,  Structure Length: 22.64m (74.28ft),  Average Daily Traffic: 15,000 (year 2007),  Truck Traffic: 4%,  Features Intersected: GRAND AVENUE, CONRAIL,  Facility Carried by Structure: RTE 201
Minimum Vertical Clearance: 8.99m (29.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.5m (119.8ft)

Structure Number: 107849,  Location: Jct Rte 201 & Ramp B,  Route carried "under" structure: Ramp State highway ,  Year Built: 2005,  Structure Length: 3.45m (11.32ft),  Average Daily Traffic: 6,600 (year 2007),  Truck Traffic: 5%,  Features Intersected: Ramp B,  Facility Carried by Structure: US 1 20
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.6m (107.0ft)

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Structure Number: 226539,  Location: VILLAGE OF JOHNSON CITY (Lat: 42.114172,  Lng: -75.958050),  Route carried "under" structure: City street ,  Year Built: 1976,  Structure Length: 2.62m (8.60ft),  Average Daily Traffic: 500 (year 2007),  Truck Traffic: 4%,  Features Intersected: BALDWIN STREET,  Facility Carried by Structure: WILSON HOS. PED.
Minimum Vertical Clearance: 5.48m (17.98ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 19.2m (63.0ft)

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Structure Number: 701436,  Location: 1.2 MI.N.JCT.RTS.201+ 434 (Lat: 42.110794,  Lng: -75.967858),  Route carried "under" structure: City street ,  Year Built: 1921,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 40,084 (year 2002),  Truck Traffic: 4%,  Features Intersected: RIVERSIDE DRIVE,  Facility Carried by Structure: NORFOLK SOUTHERN
Minimum Vertical Clearance: 3.68m (12.07ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 7.6m (24.9ft)

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Structure Number: 770223,  Location: VILLAGE OF JOHNSON CITY (Lat: 42.118147,  Lng: -75.977006),  Route carried "under" structure: City street ,  Year Built: 1910,  Structure Length: 1.18m (3.87ft),  Average Daily Traffic: 1,000 (year 2007),  Truck Traffic: 4%,  Features Intersected: OAKDALE ROAD,  Facility Carried by Structure: NORFOLK SOUTHERN
Minimum Vertical Clearance: 3.35m (10.99ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 11.2m (36.7ft)