Bridge Statistics for Pawling, New York (NY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 11Number of bridges
- 59ft / 17.9mTotal length
- $13,665,000Total costs
- 30,158Total average daily traffic
- 2,513Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Pawling
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 11930-1939
- 31950-1959
- 21960-1969
- 31990-1999
- 12000-2009
- Reconstructed bridges - Historical Statistics
- 11980-1989
- 11990-1999
- 12000-2009
- Bridge Condition - Deck
- 44.4%Good
- 33.3%Satisfactory
- 11.1%Fair
- 11.1%Poor
- Bridge Condition - Superstructure
- 55.6%Good
- 22.2%Satisfactory
- 11.1%Fair
- 11.1%Poor
- Bridge Condition - Substructure
- 22.2%Very good
- 11.1%Good
- 22.2%Satisfactory
- 44.4%Fair
- Bridge Condition - Channel
- 14.3%Good
- 57.1%Satisfactory
- 14.3%Fair
- 14.3%Poor
Find on map >> Show street view
Structure Number: 101669, Location: 0.5 MI N PUTNAM CO LINE (Lat: 41.531869, Lng: -73.585344), Route carried "on" structure: State highway 22, Year Built: 1999, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 16,297 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 16,451 (year 2040), Design Load: HS 25 or greater, Features Intersected: BRADY BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.788, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.6m (61.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 18.5m (60.7ft), Out-to-Out Width: 19.3m (63.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 52.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.15m (3.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $938,000, Roadway Improvement Cost: $549,000, Total Project Cost: $1,487,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 101669, Location: 0.5 MI N PUTNAM CO LINE (Lat: 41.531869, Lng: -73.585344), Route carried "on" structure: State highway 22, Year Built: 1999, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 16,297 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 16,451 (year 2040), Design Load: HS 25 or greater, Features Intersected: BRADY BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.788, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.6m (61.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 18.5m (60.7ft), Out-to-Out Width: 19.3m (63.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 52.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.15m (3.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $938,000, Roadway Improvement Cost: $549,000, Total Project Cost: $1,487,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Find on map >> Show street view
Structure Number: 101671, Location: JCT RTS 22+55 1.9 MI N CL (Lat: 41.550603, Lng: -73.591864), Route carried "on" structure: State highway 55, Year Built: 1962, Year Reconstructed: 1991, Status: Open, Structure Length: 6.10m (20.01ft), Truck Traffic: 11%, Design Load: HS 20, Features Intersected: 22 22 82051019 NB, RTE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.924, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.3m (56.8ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 43.4 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: 33.4 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: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.09m (19.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $2,722,000, Roadway Improvement Cost: $1,594,000, Total Project Cost: $4,315,000 ( 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: 101671, Location: JCT RTS 22+55 1.9 MI N CL (Lat: 41.550603, Lng: -73.591864), Route carried "on" structure: State highway 55, Year Built: 1962, Year Reconstructed: 1991, Status: Open, Structure Length: 6.10m (20.01ft), Truck Traffic: 11%, Design Load: HS 20, Features Intersected: 22 22 82051019 NB, RTE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.924, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.3m (56.8ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 43.4 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: 33.4 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: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.09m (19.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $2,722,000, Roadway Improvement Cost: $1,594,000, Total Project Cost: $4,315,000 ( Estimate for 2021), 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: 10272, Location: .5 MI W JCT SH55 & 22 (Lat: 41.550178, Lng: -73.601847), Route carried "on" structure: State highway 55, Year Built: 2000, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 4,596 (year 2019), Truck Traffic: 11%, Average Future Daily Traffic: 4,617 (year 2040), Design Load: HS 25 or greater, Features Intersected: MNRR HA LINE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.087, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Very good, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 45.4 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.89m (9.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $1,396,000, Roadway Improvement Cost: $817,000, Total Project Cost: $2,213,000 ( 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: 10272, Location: .5 MI W JCT SH55 & 22 (Lat: 41.550178, Lng: -73.601847), Route carried "on" structure: State highway 55, Year Built: 2000, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 4,596 (year 2019), Truck Traffic: 11%, Average Future Daily Traffic: 4,617 (year 2040), Design Load: HS 25 or greater, Features Intersected: MNRR HA LINE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.087, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Very good, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 45.4 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.89m (9.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $1,396,000, Roadway Improvement Cost: $817,000, Total Project Cost: $2,213,000 ( Estimate for 2021), 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: 104134, Location: 0.1 MI S JCT RTS 292 + 55 (Lat: 41.586233, Lng: -73.659278), Route carried "on" structure: State highway 292, Year Built: 1991, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 810 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 844 (year 2040), Design Load: HS 20, Features Intersected: WHALEY LAKE STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.236, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 72.6 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: 56.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $251,000, Roadway Improvement Cost: $147,000, Total Project Cost: $399,000 ( Estimate for 2021)
Structure Number: 104134, Location: 0.1 MI S JCT RTS 292 + 55 (Lat: 41.586233, Lng: -73.659278), Route carried "on" structure: State highway 292, Year Built: 1991, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 810 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 844 (year 2040), Design Load: HS 20, Features Intersected: WHALEY LAKE STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.236, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 72.6 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: 56.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $251,000, Roadway Improvement Cost: $147,000, Total Project Cost: $399,000 ( Estimate for 2021)
Find on map >> Show street view
Structure Number: 104135, Location: 3.5 MI S JCT SH292 & SH55 (Lat: 41.547792, Lng: -73.659419), Route carried "on" structure: State highway 292, Year Built: 1959, Status: Open, Structure Length: 2.87m (9.42ft), Average Daily Traffic: 810 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 844 (year 2040), Design Load: H 20, Features Intersected: Maybrook Trailway, MNRR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.974, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.86m (9.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $1,649,000, Roadway Improvement Cost: $966,000, Total Project Cost: $2,615,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 104135, Location: 3.5 MI S JCT SH292 & SH55 (Lat: 41.547792, Lng: -73.659419), Route carried "on" structure: State highway 292, Year Built: 1959, Status: Open, Structure Length: 2.87m (9.42ft), Average Daily Traffic: 810 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 844 (year 2040), Design Load: H 20, Features Intersected: Maybrook Trailway, MNRR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.974, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.86m (9.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $1,649,000, Roadway Improvement Cost: $966,000, Total Project Cost: $2,615,000 ( 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: 222304, Location: .5 MILE NW OF PAWLING (Lat: 41.562408, Lng: -73.603792), Route carried "on" structure: Other road , Year Built: 1935, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,780 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 2,202 (year 2040), Features Intersected: PAWLING CREEK, Facility Carried by Structure: WEST MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.209, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Poor, Operating Rating: 88.1 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: 68.0 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $270,000, Roadway Improvement Cost: $158,000, Total Project Cost: $428,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 222304, Location: .5 MILE NW OF PAWLING (Lat: 41.562408, Lng: -73.603792), Route carried "on" structure: Other road , Year Built: 1935, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,780 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 2,202 (year 2040), Features Intersected: PAWLING CREEK, Facility Carried by Structure: WEST MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.209, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Poor, Operating Rating: 88.1 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: 68.0 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $270,000, Roadway Improvement Cost: $158,000, Total Project Cost: $428,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Find on map >> Show street view
Structure Number: 226872, Location: 2 MI W VILLAGE OF PAWLING (Lat: 41.611217, Lng: -73.580400), Route carried "on" structure: Other road , Year Built: 1950, Year Reconstructed: 2012, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 405 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 567 (year 2036), Design Load: HS 25 or greater, Features Intersected: SWAMP RIVER, Facility Carried by Structure: KITCHEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.145, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 4.1m (13.5ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $157,000, Roadway Improvement Cost: $92,000, Total Project Cost: $249,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 226872, Location: 2 MI W VILLAGE OF PAWLING (Lat: 41.611217, Lng: -73.580400), Route carried "on" structure: Other road , Year Built: 1950, Year Reconstructed: 2012, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 405 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 567 (year 2036), Design Load: HS 25 or greater, Features Intersected: SWAMP RIVER, Facility Carried by Structure: KITCHEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.145, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 4.1m (13.5ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $157,000, Roadway Improvement Cost: $92,000, Total Project Cost: $249,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 234346, Location: 0.9 MI SW OF HURD CORNERS (Lat: 41.584142, Lng: -73.597764), Route carried "on" structure: Other road , Year Built: 1993, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 544 (year 2014), Truck Traffic: 13%, Average Future Daily Traffic: 762 (year 2034), Design Load: HS 20, Features Intersected: SWAMP RIVER, Facility Carried by Structure: RIVER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 1 degrees, Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 57.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $525,000, Roadway Improvement Cost: $307,000, Total Project Cost: $832,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 234346, Location: 0.9 MI SW OF HURD CORNERS (Lat: 41.584142, Lng: -73.597764), Route carried "on" structure: Other road , Year Built: 1993, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 544 (year 2014), Truck Traffic: 13%, Average Future Daily Traffic: 762 (year 2034), Design Load: HS 20, Features Intersected: SWAMP RIVER, Facility Carried by Structure: RIVER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 1 degrees, Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 57.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $525,000, Roadway Improvement Cost: $307,000, Total Project Cost: $832,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Find on map >> Show street view
Structure Number: 234347, Location: 0.6 MI NE OF PAWLING (Lat: 41.570542, Lng: -73.599725), Route carried "on" structure: Other road , Year Built: 1928, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,778 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 2,489 (year 2040), Features Intersected: SWAMP RIVER, Facility Carried by Structure: CHARLES COLEMAN BO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.418, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 23.7 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: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $413,000, Roadway Improvement Cost: $242,000, Total Project Cost: $654,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 234347, Location: 0.6 MI NE OF PAWLING (Lat: 41.570542, Lng: -73.599725), Route carried "on" structure: Other road , Year Built: 1928, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,778 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 2,489 (year 2040), Features Intersected: SWAMP RIVER, Facility Carried by Structure: CHARLES COLEMAN BO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.418, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 23.7 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: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $413,000, Roadway Improvement Cost: $242,000, Total Project Cost: $654,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Find on map >> Show street view
Structure Number: 234348, Location: 2.2 MI SE OF PAWLING (Lat: 41.537506, Lng: -73.576906), Route carried "on" structure: Other road , Year Built: 1957, Year Reconstructed: 2002, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 378 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 529 (year 2040), Design Load: HS 20, Features Intersected: BRADY BROOK, Facility Carried by Structure: RAVINE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 5.1m (16.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.97m (3.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $298,000, Roadway Improvement Cost: $175,000, Total Project Cost: $473,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy
Structure Number: 234348, Location: 2.2 MI SE OF PAWLING (Lat: 41.537506, Lng: -73.576906), Route carried "on" structure: Other road , Year Built: 1957, Year Reconstructed: 2002, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 378 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 529 (year 2040), Design Load: HS 20, Features Intersected: BRADY BROOK, Facility Carried by Structure: RAVINE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 5.1m (16.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.97m (3.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $298,000, Roadway Improvement Cost: $175,000, Total Project Cost: $473,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy
Find on map >> Show street view
Structure Number: 101671, Location: JCT RTS 22+55 1.9 MI N CL (Lat: 41.550603, Lng: -73.591864), Route carried "under" structure: State highway 22, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 2,760 (year 1999), Features Intersected: 22 22 82051019 NB, RTE, Facility Carried by Structure: RTE 55
Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 3.089, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.3m (56.8ft)
Structure Number: 101671, Location: JCT RTS 22+55 1.9 MI N CL (Lat: 41.550603, Lng: -73.591864), Route carried "under" structure: State highway 22, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 2,760 (year 1999), Features Intersected: 22 22 82051019 NB, RTE, Facility Carried by Structure: RTE 55
Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 3.089, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.3m (56.8ft)