Jump to a detailed profile or search site with Google Custom Search

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


  • National Bridge Inventory (NBI) Statistics
  • 26Number of bridges
  • 400ft / 122mTotal length
  • $119,521,000Total costs
  • 659,615Total average daily traffic
  • 44,402Total average daily truck traffic
  • 655,761Total future (year 2037) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for Johnson City
  • No street view available for this location

New bridges in Johnson City, NY - historical statistics
  • New bridges - historical statistics
  • 11940-1949
  • 21950-1959
  • 141970-1979
  • 51980-1989
  • 11990-1999
  • 32000-2009
Reconstructed bridges in Johnson City, NY - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 11970-1979
  • 01980-1989
  • 41990-1999
  • 12000-2009
  • 12010-2018
Average Bridge Daily Traffic in Johnson City, NY
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 5.9%Excellent
  • 11.8%Very good
  • 52.9%Good
  • 23.5%Satisfactory
  • 5.9%Fair
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 5.9%Excellent
  • 11.8%Very good
  • 41.2%Good
  • 29.4%Satisfactory
  • 11.8%Fair
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 11.8%Very good
  • 47.1%Good
  • 29.4%Satisfactory
  • 11.8%Fair
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 18.2%Excellent
  • 18.2%Very good
  • 18.2%Good
  • 18.2%Satisfactory
  • 27.3%Fair
Find on map >>   Show street view

Structure Number: 101432,  Location: 1.1 MI E JCT SH17C &SH201 (Lat: 42.112439,  Lng: -75.948256),  Route carried "on" structure: State highway 17C,  Year Built: 1980,  Status: Open,  Structure Length: 2.96m (9.71ft),  Average Daily Traffic: 11,303 (year 2016),  Truck Traffic: 3%,  Average Future Daily Traffic: 11,416 (year 2037),  Design Load: HS 20,  Features Intersected: NORFOLK SOUTHERN MP.193.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.028,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 146.0m (479.0ft),  Skew: 14 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: 1.9m (6.2ft)

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: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 29.50m (96.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2016,  Bridge Improvement Cost: $2,777,000,  Roadway Improvement Cost: $1,626,000,  Total Project Cost: $4,403,000 ( Estimate for 2018),  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Find on map >>   Show street view

Structure Number: 1063179,  Location: 0.5 MI E JCT RTS 17 + 17C (Lat: 42.120158,  Lng: -75.977194),  Route carried "on" structure: State highway 17,  Year Built: 1971,  Status: Open,  Structure Length: 3.17m (10.40ft),  Average Daily Traffic: 59,139 (year 2014),  Truck Traffic: 9%,  Average Future Daily Traffic: 66,436 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: OAKDALE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.518,  Lanes on structure: 7,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 363.0m (1,190.9ft),  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: Satisfactory,  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: 31.60m (103.67ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2017,  Bridge Improvement Cost: $3,863,000,  Roadway Improvement Cost: $2,262,000,  Total Project Cost: $6,125,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Find on map >>   Show street view

Structure Number: 1063179,  Location: 0.5 MI E JCT RTS 17 + 17C (Lat: 42.120158,  Lng: -75.977194),  Route carried "under" structure: Business Other road ,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 4,422 (year 2014),  Truck Traffic: 5%,  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)

Find on map >>   Show street view

Structure Number: 1063189,  Location: JCT RTS 201 + 17 (Lat: 42.119922,  Lng: -75.969156),  Route carried "on" structure: State highway 201,  Year Built: 1971,  Status: Open,  Structure Length: 6.61m (21.69ft),  Average Daily Traffic: 51,869 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 58,269 (year 2037),  Design Load: HS 20,  Features Intersected: RTE 17
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.218,  Lanes on structure: 6,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 293.0m (961.3ft),  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-To-Curb Width: 28.3m (92.8ft),  Out-to-Out Width: 30.1m (98.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 7.8 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: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 66.10m (216.86ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2017,  Bridge Improvement Cost: $5,155,000,  Roadway Improvement Cost: $3,019,000,  Total Project Cost: $8,174,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >>   Show street view

Structure Number: 1063189,  Location: JCT RTS 201 + 17 (Lat: 42.119922,  Lng: -75.969156),  Route carried "under" structure: State highway 17,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 46,927 (year 1999),  Features Intersected: RTE 17,  Facility Carried by Structure: RTE 201
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 13.178,  Lanes on structure: 6,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.6m (107.0ft)

Find on map >>   Show street view

Structure Number: 106319,  Location: .2 MI E JCT SH 17 & SH 20 (Lat: 42.119717,  Lng: -75.965389),  Route carried "on" structure: Ramp State highway 17,  Year Built: 1971,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 67,230 (year 2014),  Truck Traffic: 9%,  Average Future Daily Traffic: 75,526 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: FINCH HOLLOW CRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.135,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 466.0m (1,528.9ft),  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: Fair,  Culverts: Satisfactory,  Operating Rating: 94.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.20m (26.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2016,  Bridge Improvement Cost: $1,568,000,  Roadway Improvement Cost: $918,000,  Total Project Cost: $2,486,000 ( Estimate for 2018),  Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >>   Show street view

Structure Number: 1063209,  Location: 0.7 MI E JCT RTS 17 + 201 (Lat: 42.119333,  Lng: -75.956456),  Route carried "on" structure: State highway 17,  Year Built: 1971,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 67,230 (year 2014),  Truck Traffic: 9%,  Average Future Daily Traffic: 75,526 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: NORTH BROAD ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.424,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 326.0m (1,069.6ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 3.2m (10.5ft),  Curb-To-Curb Width: 31.8m (104.3ft),  Out-to-Out Width: 33.7m (110.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 8.8 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: Somewhat better than minimum adequacy,  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: 32.30m (105.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2017,  Bridge Improvement Cost: $3,371,000,  Roadway Improvement Cost: $1,974,000,  Total Project Cost: $5,345,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Find on map >>   Show street view

Structure Number: 1063209,  Location: 0.7 MI E JCT RTS 17 + 201 (Lat: 42.119333,  Lng: -75.956456),  Route carried "under" structure: Bypass Other road ,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 3,504 (year 2015),  Truck Traffic: 5%,  Features Intersected: NORTH BROAD ST,  Facility Carried by Structure: RTE 17
Minimum Vertical Clearance: 4.69m (15.39ft),  Kilometerpoint: 0.225,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 3.2m (10.5ft)

Find on map >>   Show street view

Structure Number: 1063219,  Location: 1.0 MI E JCT RTS 17 + 201 (Lat: 42.119792,  Lng: -75.950458),  Route carried "on" structure: State highway 17,  Year Built: 1971,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 8.02m (26.31ft),  Average Daily Traffic: 67,230 (year 2014),  Truck Traffic: 9%,  Average Future Daily Traffic: 75,526 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: LESTER AVENUE, LITTLE CH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.722,  Lanes on structure: 8,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 396.0m (1,299.2ft),  Skew: 21 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.3m (96.1ft),  Curb-To-Curb Width: 35.7m (117.1ft),  Out-to-Out Width: 37.5m (123.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Fair,  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: 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: 80.10m (262.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2017,  Bridge Improvement Cost: $7,037,000,  Roadway Improvement Cost: $4,121,000,  Total Project Cost: $11,158,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other
Find on map >>   Show street view

Structure Number: 1063219,  Location: 1.0 MI E JCT RTS 17 + 201 (Lat: 42.119792,  Lng: -75.950458),  Route carried "under" structure: Bypass Other road ,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 4,261 (year 2015),  Truck Traffic: 1%,  Features Intersected: LESTER AVENUE, LITTLE CH,  Facility Carried by Structure: RTE 17
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 0.628,  Lanes on structure: 8,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.3m (96.1ft)

Find on map >>   Show street view

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: 29.57m (97.01ft),  Average Daily Traffic: 51,869 (year 2010),  Truck Traffic: 9%,  Average Future Daily Traffic: 58,269 (year 2037),  Design Load: HS 20,  Features Intersected: RTE 17C, LTL CHOCONUT CR
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 2.719,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 314.0m (1,030.2ft),  Skew: 30 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: 30.2m (99.1ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Excellent,  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: Somewhat better than minimum adequacy,  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: 295.60m (969.82ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2016,  Bridge Improvement Cost: $18,850,000,  Roadway Improvement Cost: $11,039,000,  Total Project Cost: $29,889,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >>   Show street view

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: 0. m,  Average Daily Traffic: 4,842 (year 1999),  Features Intersected: RTE 17C, LTL CHOCONUT CR,  Facility Carried by Structure: RTE 201
Minimum Vertical Clearance: 5.63m (18.47ft),  Kilometerpoint: 0.772,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.2m (131.9ft)

Find on map >>   Show street view

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: 10,157 (year 2017),  Truck Traffic: 8%,  Average Future Daily Traffic: 11,410 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: NORFOLK SOUTHERN MP 194.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.113,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 98.0m (321.5ft),  Skew: 1 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-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Excellent,  Operating Rating: 84.4 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: 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: 75.50m (247.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2016,  Bridge Improvement Cost: $1,325,000,  Roadway Improvement Cost: $776,000,  Total Project Cost: $2,101,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >>   Show street view

Structure Number: 1063309,  Location: .2 MI N JCT SH 201 & SH 1 (Lat: 42.123322,  Lng: -75.971281),  Route carried "on" structure: State highway 201,  Year Built: 1971,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 33,967 (year 2014),  Truck Traffic: 2%,  Average Future Daily Traffic: 34,306 (year 2037),  Design Load: H 20,  Features Intersected: FINCH HOLLOW CRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.037,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 283.0m (928.5ft),  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: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 6.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 29.8 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: 16.40m (53.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2016,  Bridge Improvement Cost: $2,290,000,  Roadway Improvement Cost: $1,341,000,  Total Project Cost: $3,631,000 ( Estimate for 2018),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >>   Show street view

Structure Number: 107297,  Location: 0.2MI.S.JCT.RTES. 17 &201 (Lat: 42.109847,  Lng: -75.966994),  Route carried "on" structure: State highway 201,  Year Built: 1986,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 22.65m (74.31ft),  Average Daily Traffic: 50,946 (year 2010),  Truck Traffic: 9%,  Average Future Daily Traffic: 57,232 (year 2037),  Design Load: HS 20,  Features Intersected: GRAND AVENUE, CONRAIL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.076,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 244.0m (800.5ft),  Skew: 22 degrees,  Material/Design: Steel continuous,  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: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: 226.40m (742.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2016,  Bridge Improvement Cost: $10,710,000,  Roadway Improvement Cost: $6,272,000,  Total Project Cost: $16,982,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing
Find on map >>   Show street view

Structure Number: 107297,  Location: 0.2MI.S.JCT.RTES. 17 &201 (Lat: 42.109847,  Lng: -75.966994),  Route carried "under" structure: Business City street ,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 2,175 (year 2014),  Truck Traffic: 5%,  Features Intersected: GRAND AVENUE, CONRAIL,  Facility Carried by Structure: RTE 201
Minimum Vertical Clearance: 8.99m (29.49ft),  Kilometerpoint: 0.029,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.5m (119.8ft)

Find on map >>   Show street view

Structure Number: 107848,  Location: Jcy Rte 201 & Ramp A (Lat: 42.107889,  Lng: -75.966561),  Route carried "on" structure: State highway 201,  Year Built: 2005,  Status: Open,  Structure Length: 3.69m (12.11ft),  Average Daily Traffic: 35,627 (year 2015),  Truck Traffic: 4%,  Average Future Daily Traffic: 40,023 (year 2037),  Design Load: HS 25 or greater,  Features Intersected: Ramp A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.834,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 204.0m (669.3ft),  Skew: 25 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: 2.2m (7.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 96.7 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 36.80m (120.73ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2017,  Bridge Improvement Cost: $2,636,000,  Roadway Improvement Cost: $1,544,000,  Total Project Cost: $4,180,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing
Find on map >>   Show street view

Structure Number: 107849,  Location: Jct Rte 201 & Ramp B (Lat: 42.106708,  Lng: -75.967317),  Route carried "on" structure: State highway 201,  Year Built: 2005,  Status: Open,  Structure Length: 3.44m (11.29ft),  Average Daily Traffic: 35,627 (year 2015),  Truck Traffic: 4%,  Average Future Daily Traffic: 40,023 (year 2037),  Design Load: HS 25 or greater,  Features Intersected: Ramp B
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.706,  Lanes on structure: 4,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 344.0m (1,128.6ft),  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: 2.2m (7.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 91.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 34.40m (112.86ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2017,  Bridge Improvement Cost: $2,193,000,  Roadway Improvement Cost: $1,284,000,  Total Project Cost: $3,477,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing
Find on map >>   Show street view

Structure Number: 107849,  Location: Jct Rte 201 & Ramp B (Lat: 42.106708,  Lng: -75.967317),  Route carried "under" structure: Ramp State highway ,  Year Built: 2005,  Structure Length: 0. m,  Features Intersected: Ramp B,  Facility Carried by Structure: RTE 201
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)

Find on map >>   Show street view

Structure Number: 22257,  Location: VILLAGE OF JOHNSON CITY (Lat: 42.121086,  Lng: -75.949014),  Route carried "on" structure: Other road ,  Year Built: 1957,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 276 (year 2011),  Truck Traffic: 4%,  Average Future Daily Traffic: 278 (year 2037),  Design Load: HS 20,  Features Intersected: LIT CHOCONUT CR,  Facility Carried by Structure: OLD HARRY L DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.048,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 98.0m (321.5ft),  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: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 4.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 16.10m (52.82ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2016,  Bridge Improvement Cost: $686,000,  Roadway Improvement Cost: $401,000,  Total Project Cost: $1,087,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing
Find on map >>   Show street view

Structure Number: 222571,  Location: VILLAGE OF JOHNSON CITY (Lat: 42.124603,  Lng: -75.975561),  Route carried "on" structure: Other road ,  Year Built: 1941,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 9,226 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 9,318 (year 2037),  Design Load: HS 20,  Features Intersected: FINCH HOLLOW CRK,  Facility Carried by Structure: HARRY L ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.595,  Lanes on structure: 6,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 226.0m (741.5ft),  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: 22.6m (74.1ft),  Out-to-Out Width: 26.1m (85.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 75.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: 12.40m (40.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2017,  Bridge Improvement Cost: $1,656,000,  Roadway Improvement Cost: $970,000,  Total Project Cost: $2,625,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing
Find on map >>   Show street view

Structure Number: 222581,  Location: VILLAGE OF JOHNSON CITY (Lat: 42.115703,  Lng: -75.950258),  Route carried "on" structure: Business Other road ,  Year Built: 1987,  Status: Open,  Structure Length: 6.64m (21.78ft),  Average Daily Traffic: 9,272 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 9,364 (year 2037),  Design Load: HS 20,  Features Intersected: NORFOLK SOUTHERN R.R. M,  Facility Carried by Structure: LESTER AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.257,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 98.0m (321.5ft),  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: 9.8m (32.2ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 84.4 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: Equal to 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: 66.40m (217.85ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2016,  Bridge Improvement Cost: $2,126,000,  Roadway Improvement Cost: $1,245,000,  Total Project Cost: $3,370,000 ( Estimate for 2018),  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Find on map >>   Show street view

Structure Number: 222583,  Location: VILLAGE OF JOHNSON CITY (Lat: 42.117511,  Lng: -75.957028),  Route carried "on" structure: Alternate Other road ,  Year Built: 1983,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 12.59m (41.31ft),  Average Daily Traffic: 4,763 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,810 (year 2037),  Design Load: HS 20,  Features Intersected: OLIVE STREET, LITTLE CHO,  Facility Carried by Structure: ARCH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.531,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 91.0m (298.6ft),  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: 13.4m (44.0ft)

Condition: Deck: Excellent,  Superstructure: Good,  Substructure: Good,  Channel: 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: Better than present minimum criteria,  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: 125.80m (412.73ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2016,  Bridge Improvement Cost: $3,843,000,  Roadway Improvement Cost: $2,250,000,  Total Project Cost: $6,094,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing
Find on map >>   Show street view

Structure Number: 225765,  Location: VILLAGE OF JOHNSON CITY (Lat: 42.121878,  Lng: -75.948339),  Route carried "on" structure: Other road ,  Year Built: 1972,  Status: Open,  Structure Length: 4.02m (13.19ft),  Average Daily Traffic: 7,723 (year 2015),  Truck Traffic: 4%,  Average Future Daily Traffic: 7,800 (year 2037),  Features Intersected: LIT CHOCONUT CRK,  Facility Carried by Structure: HARRY L.DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.977,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 104.0m (341.2ft),  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: 17.2m (56.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 40.20m (131.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2016,  Bridge Improvement Cost: $2,855,000,  Roadway Improvement Cost: $1,672,000,  Total Project Cost: $4,527,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Find on map >>   Show street view

Structure Number: 226821,  Location: VILLAGE OF JOHNSON CITY (Lat: 42.124303,  Lng: -75.974856),  Route carried "on" structure: Other road ,  Year Built: 1990,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 15,769 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 15,926 (year 2037),  Design Load: HS 20,  Features Intersected: FINCH HOLLOW CRK,  Facility Carried by Structure: WEGMANS-ENTRANCE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.048,  Lanes on structure: 5,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 198.0m (649.6ft),  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: 19.8m (65.0ft),  Out-to-Out Width: 24.5m (80.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  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: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.10m (0.33ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2017,  Bridge Improvement Cost: $1,338,000,  Roadway Improvement Cost: $784,000,  Total Project Cost: $2,122,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing
Find on map >>   Show street view

Structure Number: 334984,  Location: VILLAGE OF JOHNSON CITY (Lat: 42.117897,  Lng: -75.950561),  Route carried "on" structure: Other road ,  Year Built: 1956,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 2.23m (7.32ft),  Average Daily Traffic: 4,261 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,303 (year 2037),  Design Load: HS 25 or greater,  Features Intersected: LITT CHOCONUT CRK,  Facility Carried by Structure: LESTER AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.515,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 101.0m (331.4ft),  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: 10.1m (33.1ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Good,  Channel: Fair,  Operating Rating: 95.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 22.20m (72.83ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2017,  Bridge Improvement Cost: $1,100,000,  Roadway Improvement Cost: $644,000,  Total Project Cost: $1,745,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Discuss Johnson City, New York (NY) on our hugely popular New York forum.


City-data.com does not guarantee the accuracy or timeliness of any information on this site.  Use at your own risk.
Some parts © 2020 Advameg, Inc.