Bridge Statistics for Johnstown, New York (NY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 14Number of bridges
- 66ft / 20.3mTotal length
- $10,406,000Total costs
- 46,300Total average daily traffic
- 2,736Total average daily truck traffic
- 53,125Total future (year 2036) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Johnstown
- No street view available for this location
- New bridges - historical statistics
- 31920-1929
- 31930-1939
- 11950-1959
- 21960-1969
- 11980-1989
- 31990-1999
- 12000-2009
- Reconstructed bridges - Historical Statistics
- 11970-1979
- 01980-1989
- 11990-1999
- 02000-2009
- 12010-2019
- Bridge Condition - Deck
- 22.2%Very good
- 22.2%Good
- 11.1%Satisfactory
- 22.2%Fair
- 11.1%Poor
- 11.1%Serious
- Bridge Condition - Superstructure
- 18.2%Excellent
- 18.2%Very good
- 9.1%Good
- 27.3%Satisfactory
- 18.2%Fair
- 9.1%Critical
- Bridge Condition - Substructure
- 27.3%Very good
- 18.2%Good
- 18.2%Satisfactory
- 27.3%Fair
- 9.1%Poor
- Bridge Condition - Channel
- 7.1%Excellent
- 7.1%Very good
- 14.3%Good
- 21.4%Satisfactory
- 35.7%Fair
- 14.3%Poor
- Bridge Condition - Culverts
- 33.3%Very good
- 33.3%Satisfactory
- 33.3%Fair
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Structure Number: 102061, Location: 0.1 MI N JCT RTS 29+30A (Lat: 43.009306, Lng: -74.360050), Route carried "on" structure: State highway 29, Year Built: 1953, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 15,740 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 15,813 (year 2040), Design Load: HS 20, Features Intersected: HALE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.276, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 73.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.15m (3.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $275,000, Roadway Improvement Cost: $161,000, Total Project Cost: $436,000 ( Estimate for 2021)
Structure Number: 102061, Location: 0.1 MI N JCT RTS 29+30A (Lat: 43.009306, Lng: -74.360050), Route carried "on" structure: State highway 29, Year Built: 1953, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 15,740 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 15,813 (year 2040), Design Load: HS 20, Features Intersected: HALE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.276, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 73.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.15m (3.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $275,000, Roadway Improvement Cost: $161,000, Total Project Cost: $436,000 ( Estimate for 2021)
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Structure Number: 104614, Location: 2.7 MI NW JCT RT 5 & 334 (Lat: 42.967394, Lng: -74.420050), Route carried "on" structure: State highway 334, Year Built: 1992, Status: Open, Structure Length: 3.08m (10.10ft), Average Daily Traffic: 1,619 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 2,267 (year 2040), Design Load: HS 20, Features Intersected: CAYADUTTA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.942, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.2m (95.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Excellent, Operating Rating: 75.3 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.07m (10.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $701,000, Roadway Improvement Cost: $411,000, Total Project Cost: $1,112,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 104614, Location: 2.7 MI NW JCT RT 5 & 334 (Lat: 42.967394, Lng: -74.420050), Route carried "on" structure: State highway 334, Year Built: 1992, Status: Open, Structure Length: 3.08m (10.10ft), Average Daily Traffic: 1,619 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 2,267 (year 2040), Design Load: HS 20, Features Intersected: CAYADUTTA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.942, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.2m (95.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Excellent, Operating Rating: 75.3 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.07m (10.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $701,000, Roadway Improvement Cost: $411,000, Total Project Cost: $1,112,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 104615, Location: 1.9 MI SW JCT SH334 &SH67 (Lat: 42.986939, Lng: -74.429933), Route carried "on" structure: State highway 334, Year Built: 1982, Year Reconstructed: 2016, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 1,330 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 1,862 (year 2038), Design Load: HS 20, Features Intersected: CAYADUTTA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.338, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.8m (74.8ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Very good, Channel: Very 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.43m (7.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $621,000, Roadway Improvement Cost: $364,000, Total Project Cost: $985,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 104615, Location: 1.9 MI SW JCT SH334 &SH67 (Lat: 42.986939, Lng: -74.429933), Route carried "on" structure: State highway 334, Year Built: 1982, Year Reconstructed: 2016, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 1,330 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 1,862 (year 2038), Design Load: HS 20, Features Intersected: CAYADUTTA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.338, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.8m (74.8ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Very good, Channel: Very 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.43m (7.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $621,000, Roadway Improvement Cost: $364,000, Total Project Cost: $985,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 104616, Location: 1.5 MI SW JCT RTS 334+67 (Lat: 42.989797, Lng: -74.431017), Route carried "on" structure: State highway 334, Year Built: 1967, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 1,330 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 1,862 (year 2038), Design Load: HS 20, Features Intersected: CRUM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.885, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Inventory Rating: 70.8 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.03m (3.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $327,000, Roadway Improvement Cost: $191,000, Total Project Cost: $518,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 104616, Location: 1.5 MI SW JCT RTS 334+67 (Lat: 42.989797, Lng: -74.431017), Route carried "on" structure: State highway 334, Year Built: 1967, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 1,330 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 1,862 (year 2038), Design Load: HS 20, Features Intersected: CRUM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.885, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Inventory Rating: 70.8 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.03m (3.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $327,000, Roadway Improvement Cost: $191,000, Total Project Cost: $518,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 220437, Location: AT CITY OF JOHNSTOWN (Lat: 43.020742, Lng: -74.365625), Route carried "on" structure: City street , Year Built: 1928, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 4,903 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 6,066 (year 2040), Features Intersected: CAYADUTTA CREEK, Facility Carried by Structure: TOWNSEND AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.241, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Poor, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 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: Better than present minimum criteria, Length Of Structure Improvement: 1.15m (3.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $304,000, Roadway Improvement Cost: $178,000, Total Project Cost: $482,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 220437, Location: AT CITY OF JOHNSTOWN (Lat: 43.020742, Lng: -74.365625), Route carried "on" structure: City street , Year Built: 1928, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 4,903 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 6,066 (year 2040), Features Intersected: CAYADUTTA CREEK, Facility Carried by Structure: TOWNSEND AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.241, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Poor, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 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: Better than present minimum criteria, Length Of Structure Improvement: 1.15m (3.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $304,000, Roadway Improvement Cost: $178,000, Total Project Cost: $482,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 220439, Location: AT CITY OF JOHNSTOWN (Lat: 43.014250, Lng: -74.365381), Route carried "on" structure: City street 920, Year Built: 1928, Year Reconstructed: 2001, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 7,331 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 7,365 (year 2040), Features Intersected: CAYADUTTA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.3m (33.8ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 24.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.15m (3.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $410,000, Roadway Improvement Cost: $240,000, Total Project Cost: $651,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 220439, Location: AT CITY OF JOHNSTOWN (Lat: 43.014250, Lng: -74.365381), Route carried "on" structure: City street 920, Year Built: 1928, Year Reconstructed: 2001, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 7,331 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 7,365 (year 2040), Features Intersected: CAYADUTTA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.3m (33.8ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 24.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.15m (3.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $410,000, Roadway Improvement Cost: $240,000, Total Project Cost: $651,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 220441, Location: CITY OF JOHNSTOWN (Lat: 43.009039, Lng: -74.372864), Route carried "on" structure: City street , Year Built: 2006, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 1,009 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 1,248 (year 2040), Features Intersected: CAYADUTTA CREEK, Facility Carried by Structure: N MARKET STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.306, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 19.5m (64.0ft)
Condition: Superstructure: Excellent, Substructure: Very good, Channel: Fair, Operating Rating: 79.7 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, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.06m (3.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $1,089,000, Roadway Improvement Cost: $638,000, Total Project Cost: $1,727,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 220441, Location: CITY OF JOHNSTOWN (Lat: 43.009039, Lng: -74.372864), Route carried "on" structure: City street , Year Built: 2006, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 1,009 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 1,248 (year 2040), Features Intersected: CAYADUTTA CREEK, Facility Carried by Structure: N MARKET STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.306, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 19.5m (64.0ft)
Condition: Superstructure: Excellent, Substructure: Very good, Channel: Fair, Operating Rating: 79.7 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, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.06m (3.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $1,089,000, Roadway Improvement Cost: $638,000, Total Project Cost: $1,727,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 220442, Location: IN JOHNSTOWN (Lat: 43.009408, Lng: -74.376869), Route carried "on" structure: Business City street 29, Year Built: 1935, Year Reconstructed: 1977, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 4,296 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 5,218 (year 2040), Design Load: HS 20, Features Intersected: CAYADUTTA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.425, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 3.4m (11.2ft), Right: 3.4m (11.2ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 19.4m (63.6ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 56.7 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: 40.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $724,000, Roadway Improvement Cost: $424,000, Total Project Cost: $1,148,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 220442, Location: IN JOHNSTOWN (Lat: 43.009408, Lng: -74.376869), Route carried "on" structure: Business City street 29, Year Built: 1935, Year Reconstructed: 1977, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 4,296 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 5,218 (year 2040), Design Load: HS 20, Features Intersected: CAYADUTTA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.425, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 3.4m (11.2ft), Right: 3.4m (11.2ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 19.4m (63.6ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 56.7 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: 40.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $724,000, Roadway Improvement Cost: $424,000, Total Project Cost: $1,148,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 220443, Location: AT CITY OF JOHNSTOWN (Lat: 43.006189, Lng: -74.379064), Route carried "on" structure: State highway 67, Year Built: 1994, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 4,395 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 5,339 (year 2040), Design Load: HS 25 or greater, Features Intersected: CAYADUTTA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.071, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 4.7m (15.4ft), Right: 3.8m (12.5ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 19.3m (63.3ft)
Condition: Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 86.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.97m (3.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $339,000, Roadway Improvement Cost: $198,000, Total Project Cost: $537,000 ( Estimate for 2021)
Structure Number: 220443, Location: AT CITY OF JOHNSTOWN (Lat: 43.006189, Lng: -74.379064), Route carried "on" structure: State highway 67, Year Built: 1994, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 4,395 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 5,339 (year 2040), Design Load: HS 25 or greater, Features Intersected: CAYADUTTA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.071, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 4.7m (15.4ft), Right: 3.8m (12.5ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 19.3m (63.3ft)
Condition: Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 86.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.97m (3.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $339,000, Roadway Improvement Cost: $198,000, Total Project Cost: $537,000 ( Estimate for 2021)
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Structure Number: 220445, Location: CITY OF JOHNSTOWN (Lat: 42.993425, Lng: -74.397917), Route carried "on" structure: City street , Year Built: 1998, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 721 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 1,009 (year 2036), Design Load: HS 20, Features Intersected: CAYADUTTA CREEK, Facility Carried by Structure: UNION AVENUE EXT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.496, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Inventory Rating: 77.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 2.13m (6.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $332,000, Roadway Improvement Cost: $195,000, Total Project Cost: $527,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 220445, Location: CITY OF JOHNSTOWN (Lat: 42.993425, Lng: -74.397917), Route carried "on" structure: City street , Year Built: 1998, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 721 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 1,009 (year 2036), Design Load: HS 20, Features Intersected: CAYADUTTA CREEK, Facility Carried by Structure: UNION AVENUE EXT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.496, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Inventory Rating: 77.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 2.13m (6.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $332,000, Roadway Improvement Cost: $195,000, Total Project Cost: $527,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 220446, Location: IN CITY OF JOHNSTOWN (Lat: 43.010214, Lng: -74.376669), Route carried "on" structure: City street , Year Built: 1960, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 1,526 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 2,136 (year 2037), Features Intersected: HALL CREEK, Facility Carried by Structure: WASHINGTON STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.402, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 3.3m (10.8ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 38.1m (125.0ft)
Condition: Channel: Poor, Culverts: Fair, Operating Rating: 77.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 29.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 12 months, Inspection Date: September 2021, Bridge Improvement Cost: $610,000, Roadway Improvement Cost: $357,000, Total Project Cost: $968,000 ( Estimate for 2021)
Structure Number: 220446, Location: IN CITY OF JOHNSTOWN (Lat: 43.010214, Lng: -74.376669), Route carried "on" structure: City street , Year Built: 1960, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 1,526 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 2,136 (year 2037), Features Intersected: HALL CREEK, Facility Carried by Structure: WASHINGTON STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.402, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 3.3m (10.8ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 38.1m (125.0ft)
Condition: Channel: Poor, Culverts: Fair, Operating Rating: 77.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 29.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 12 months, Inspection Date: September 2021, Bridge Improvement Cost: $610,000, Roadway Improvement Cost: $357,000, Total Project Cost: $968,000 ( Estimate for 2021)
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Structure Number: 220448, Location: CITY OF JOHNSTOWN (Lat: 43.008592, Lng: -74.364053), Route carried "on" structure: City street , Year Built: 1926, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 201 (year 2016), Average Future Daily Traffic: 281 (year 2036), Features Intersected: HALE CREEK, Facility Carried by Structure: N CHASE STREET
Minimum Vertical Clearance: 32.69m (107.25ft), Kilometerpoint: 0.177, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 3.8m (12.5ft), Right: 3.8m (12.5ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 17.8m (58.4ft)
Condition: Deck: Serious, Superstructure: Critical, Substructure: Poor, Channel: Fair, Operating Rating: 13.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 10.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 12 months, Inspection Date: April 2021, Bridge Improvement Cost: $375,000, Roadway Improvement Cost: $220,000, Total Project Cost: $595,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 220448, Location: CITY OF JOHNSTOWN (Lat: 43.008592, Lng: -74.364053), Route carried "on" structure: City street , Year Built: 1926, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 201 (year 2016), Average Future Daily Traffic: 281 (year 2036), Features Intersected: HALE CREEK, Facility Carried by Structure: N CHASE STREET
Minimum Vertical Clearance: 32.69m (107.25ft), Kilometerpoint: 0.177, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 3.8m (12.5ft), Right: 3.8m (12.5ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 17.8m (58.4ft)
Condition: Deck: Serious, Superstructure: Critical, Substructure: Poor, Channel: Fair, Operating Rating: 13.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 10.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 12 months, Inspection Date: April 2021, Bridge Improvement Cost: $375,000, Roadway Improvement Cost: $220,000, Total Project Cost: $595,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 330694, Location: 1.5 MI SE OF KECKS CENTER (Lat: 42.990683, Lng: -74.440917), Route carried "on" structure: County highway , Year Built: 1936, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1,454 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 2,036 (year 2039), Features Intersected: KECK CENTER CREEK, Facility Carried by Structure: COUNTY ROAD 116
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.660, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 74.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $128,000, Roadway Improvement Cost: $75,000, Total Project Cost: $202,000 ( Estimate for 2021)
Structure Number: 330694, Location: 1.5 MI SE OF KECKS CENTER (Lat: 42.990683, Lng: -74.440917), Route carried "on" structure: County highway , Year Built: 1936, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1,454 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 2,036 (year 2039), Features Intersected: KECK CENTER CREEK, Facility Carried by Structure: COUNTY ROAD 116
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.660, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 74.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $128,000, Roadway Improvement Cost: $75,000, Total Project Cost: $202,000 ( Estimate for 2021)
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Structure Number: 330997, Location: 2.2 MI W OF FONDA (Lat: 42.962050, Lng: -74.413914), Route carried "on" structure: Other road , Year Built: 1935, Status: Posted for load, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 445 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 623 (year 2036), Design Load: H 10, Features Intersected: CAYADUTTA CREEK, Facility Carried by Structure: COMMONS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.306, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.3m (20.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 5.2 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: 3.9 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: High priority of corrective action, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.13m (6.99ft), Designated Inspection Frequency: Every 12 months, Inspection Date: September 2021, Bridge Improvement Cost: $327,000, Roadway Improvement Cost: $191,000, Total Project Cost: $518,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 330997, Location: 2.2 MI W OF FONDA (Lat: 42.962050, Lng: -74.413914), Route carried "on" structure: Other road , Year Built: 1935, Status: Posted for load, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 445 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 623 (year 2036), Design Load: H 10, Features Intersected: CAYADUTTA CREEK, Facility Carried by Structure: COMMONS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.306, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.3m (20.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 5.2 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: 3.9 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: High priority of corrective action, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.13m (6.99ft), Designated Inspection Frequency: Every 12 months, Inspection Date: September 2021, Bridge Improvement Cost: $327,000, Roadway Improvement Cost: $191,000, Total Project Cost: $518,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous