Bridge Statistics for Hobart, New York (NY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 10Number of bridges
- 43ft / 13.4mTotal length
- $8,265,000Total costs
- 5,861Total average daily traffic
- 489Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Hobart
- No street view available for this location
- New bridges - historical statistics
- 11900-1909
- 31950-1959
- 21960-1969
- 11970-1979
- 21980-1989
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 11980-1989
- 21990-1999
- 12000-2009
- Bridge Condition - Deck
- 22.2%Very good
- 44.4%Good
- 11.1%Satisfactory
- 22.2%Fair
- Bridge Condition - Superstructure
- 11.1%Very good
- 55.6%Good
- 33.3%Satisfactory
- Bridge Condition - Substructure
- 11.1%Very good
- 11.1%Good
- 33.3%Satisfactory
- 44.4%Fair
- Bridge Condition - Channel
- 10.0%Good
- 30.0%Satisfactory
- 50.0%Fair
- 10.0%Poor
Find on map >> Show street view
Structure Number: 100784, Location: 4.7 MI SW JCT RTS 10 + 23 (Lat: 42.372492, Lng: -74.687692), Route carried "on" structure: State highway 10, Year Built: 1953, Year Reconstructed: 2003, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 1,342 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 1,399 (year 2040), Design Load: H 20, Features Intersected: LAKE BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 95.639, 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: 13.7m (44.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 66.7 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: 53.8 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: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.49m (4.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $593,000, Roadway Improvement Cost: $347,000, Total Project Cost: $940,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 100784, Location: 4.7 MI SW JCT RTS 10 + 23 (Lat: 42.372492, Lng: -74.687692), Route carried "on" structure: State highway 10, Year Built: 1953, Year Reconstructed: 2003, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 1,342 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 1,399 (year 2040), Design Load: H 20, Features Intersected: LAKE BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 95.639, 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: 13.7m (44.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 66.7 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: 53.8 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: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.49m (4.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $593,000, Roadway Improvement Cost: $347,000, Total Project Cost: $940,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 100785, Location: 1.9 MI SW JCT RTS 10 + 23 (Lat: 42.379428, Lng: -74.663447), Route carried "on" structure: State highway 10, Year Built: 1951, Year Reconstructed: 2003, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 2,124 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 2,215 (year 2040), Design Load: H 20, Features Intersected: UNKNOWN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 100.032, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 28.2 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: 21.7 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $368,000, Roadway Improvement Cost: $215,000, Total Project Cost: $583,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 100785, Location: 1.9 MI SW JCT RTS 10 + 23 (Lat: 42.379428, Lng: -74.663447), Route carried "on" structure: State highway 10, Year Built: 1951, Year Reconstructed: 2003, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 2,124 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 2,215 (year 2040), Design Load: H 20, Features Intersected: UNKNOWN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 100.032, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 28.2 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: 21.7 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $368,000, Roadway Improvement Cost: $215,000, Total Project Cost: $583,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 222716, Location: 2.5 MI E OF HOBART (Lat: 42.353628, Lng: -74.619264), Route carried "on" structure: Other road , Year Built: 1981, Year Reconstructed: 1993, Status: Posted for load, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 8 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 11 (year 2037), Features Intersected: TOWN BROOK, Facility Carried by Structure: RESERVOIR ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.9m (35.8ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 26.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.21m (3.97ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: October 2021, Critical Feature Inspection Date: October 2021, Bridge Improvement Cost: $194,000, Roadway Improvement Cost: $114,000, Total Project Cost: $308,000 ( Estimate for 2021), Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 222716, Location: 2.5 MI E OF HOBART (Lat: 42.353628, Lng: -74.619264), Route carried "on" structure: Other road , Year Built: 1981, Year Reconstructed: 1993, Status: Posted for load, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 8 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 11 (year 2037), Features Intersected: TOWN BROOK, Facility Carried by Structure: RESERVOIR ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.9m (35.8ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 26.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.21m (3.97ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: October 2021, Critical Feature Inspection Date: October 2021, Bridge Improvement Cost: $194,000, Roadway Improvement Cost: $114,000, Total Project Cost: $308,000 ( Estimate for 2021), Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Other
Find on map >> Show street view
Structure Number: 222717, Location: 1.1 M NW OF HOBART (Lat: 42.378850, Lng: -74.685381), Route carried "on" structure: Other road , Year Built: 1962, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 473 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 662 (year 2038), Features Intersected: LAKE BROOK, Facility Carried by Structure: GUN HOUSE HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.676, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Poor, Operating Rating: 73.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 13.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Bridge Improvement Cost: $83,000, Roadway Improvement Cost: $49,000, Total Project Cost: $132,000 ( Estimate for 2021)
Structure Number: 222717, Location: 1.1 M NW OF HOBART (Lat: 42.378850, Lng: -74.685381), Route carried "on" structure: Other road , Year Built: 1962, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 473 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 662 (year 2038), Features Intersected: LAKE BROOK, Facility Carried by Structure: GUN HOUSE HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.676, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Poor, Operating Rating: 73.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 13.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Bridge Improvement Cost: $83,000, Roadway Improvement Cost: $49,000, Total Project Cost: $132,000 ( Estimate for 2021)
Find on map >> Show street view
Structure Number: 322715, Location: 2.5 MI SE OF HOBART (Lat: 42.354819, Lng: -74.625286), Route carried "on" structure: Other road , Year Built: 1973, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 149 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 209 (year 2037), Design Load: HS 20, Features Intersected: TOWN BROOK, Facility Carried by Structure: NARROW NOTCH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.905, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.88m (2.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $315,000, Roadway Improvement Cost: $185,000, Total Project Cost: $500,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 322715, Location: 2.5 MI SE OF HOBART (Lat: 42.354819, Lng: -74.625286), Route carried "on" structure: Other road , Year Built: 1973, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 149 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 209 (year 2037), Design Load: HS 20, Features Intersected: TOWN BROOK, Facility Carried by Structure: NARROW NOTCH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.905, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.88m (2.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $315,000, Roadway Improvement Cost: $185,000, Total Project Cost: $500,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 335331, Location: 3.3 MI SW OF HOBART (Lat: 42.343653, Lng: -74.719758), Route carried "on" structure: County highway , Year Built: 1900, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 634 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 888 (year 2038), Features Intersected: W BR DELAWARE RVR, Facility Carried by Structure: COUNTY RD 18
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.097, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 18.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.41m (11.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $1,402,000, Roadway Improvement Cost: $821,000, Total Project Cost: $2,222,000 ( Estimate for 2021)
Structure Number: 335331, Location: 3.3 MI SW OF HOBART (Lat: 42.343653, Lng: -74.719758), Route carried "on" structure: County highway , Year Built: 1900, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 634 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 888 (year 2038), Features Intersected: W BR DELAWARE RVR, Facility Carried by Structure: COUNTY RD 18
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.097, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 18.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.41m (11.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $1,402,000, Roadway Improvement Cost: $821,000, Total Project Cost: $2,222,000 ( Estimate for 2021)
Find on map >> Show street view
Structure Number: 335332, Location: 0.4 MI S OF HOBART (Lat: 42.361233, Lng: -74.662044), Route carried "on" structure: Other road , Year Built: 1955, Year Reconstructed: 2013, Status: Posted for load, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 141 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 197 (year 2036), Design Load: H 20, Features Intersected: TOWN BROOK, Facility Carried by Structure: CLOVE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.092, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.5m (37.7ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 31.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.31m (4.30ft), Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Bridge Improvement Cost: $324,000, Roadway Improvement Cost: $190,000, Total Project Cost: $513,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 335332, Location: 0.4 MI S OF HOBART (Lat: 42.361233, Lng: -74.662044), Route carried "on" structure: Other road , Year Built: 1955, Year Reconstructed: 2013, Status: Posted for load, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 141 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 197 (year 2036), Design Load: H 20, Features Intersected: TOWN BROOK, Facility Carried by Structure: CLOVE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.092, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.5m (37.7ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 31.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.31m (4.30ft), Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Bridge Improvement Cost: $324,000, Roadway Improvement Cost: $190,000, Total Project Cost: $513,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Find on map >> Show street view
Structure Number: 335334, Location: AT HOBART (Lat: 42.368842, Lng: -74.676953), Route carried "on" structure: Other road , Year Built: 1961, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 474 (year 2008), Truck Traffic: 8%, Average Future Daily Traffic: 664 (year 2028), Design Load: HS 20, Features Intersected: TOWN BROOK, Facility Carried by Structure: HOBART RIVER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.121, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.64m (5.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $608,000, Roadway Improvement Cost: $356,000, Total Project Cost: $964,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 335334, Location: AT HOBART (Lat: 42.368842, Lng: -74.676953), Route carried "on" structure: Other road , Year Built: 1961, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 474 (year 2008), Truck Traffic: 8%, Average Future Daily Traffic: 664 (year 2028), Design Load: HS 20, Features Intersected: TOWN BROOK, Facility Carried by Structure: HOBART RIVER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.121, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.64m (5.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $608,000, Roadway Improvement Cost: $356,000, Total Project Cost: $964,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 335335, Location: AT HOBART NEAR SH 10 (Lat: 42.373092, Lng: -74.667325), Route carried "on" structure: Other road , Year Built: 1980, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 516 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 722 (year 2040), Design Load: HS 20, Features Intersected: W BR DELAWARE RVR, Facility Carried by Structure: CORNELL AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Poor, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.24m (4.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $885,000, Roadway Improvement Cost: $518,000, Total Project Cost: $1,404,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 335335, Location: AT HOBART NEAR SH 10 (Lat: 42.373092, Lng: -74.667325), Route carried "on" structure: Other road , Year Built: 1980, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 516 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 722 (year 2040), Design Load: HS 20, Features Intersected: W BR DELAWARE RVR, Facility Carried by Structure: CORNELL AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Poor, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.24m (4.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $885,000, Roadway Improvement Cost: $518,000, Total Project Cost: $1,404,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 337097, Location: 175 ft E Narrow Notch Rd (Lat: 42.309850, Lng: -74.651975), Route carried "on" structure: County highway , Year Built: 2012, Status: Open, Structure Length: 0.79m (2.59ft), Features Intersected: ROSE BROOK, Facility Carried by Structure: ROXBURY MNT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.463, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 77.1 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 desirable 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: 0.79m (2.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $441,000, Roadway Improvement Cost: $258,000, Total Project Cost: $699,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 337097, Location: 175 ft E Narrow Notch Rd (Lat: 42.309850, Lng: -74.651975), Route carried "on" structure: County highway , Year Built: 2012, Status: Open, Structure Length: 0.79m (2.59ft), Features Intersected: ROSE BROOK, Facility Carried by Structure: ROXBURY MNT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.463, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 77.1 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 desirable 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: 0.79m (2.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $441,000, Roadway Improvement Cost: $258,000, Total Project Cost: $699,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous