Bridge Statistics for Norwalk, Connecticut (CT)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- New bridges - historical statistics
- 2Before 1900
- 11900-1909
- 21910-1919
- 11920-1929
- 221930-1939
- 151950-1959
- 21960-1969
- 291970-1979
- 61980-1989
- 101990-1999
- 42010-2019
- Reconstructed bridges - Historical Statistics
- 11950-1959
- 01960-1969
- 01970-1979
- 51980-1989
- 71990-1999
- 62000-2009
- 62010-2019
- Bridge Condition - Deck
- 4.1%Very good
- 44.9%Good
- 38.8%Satisfactory
- 12.2%Fair
- Bridge Condition - Superstructure
- 3.3%Very good
- 26.2%Good
- 31.1%Satisfactory
- 39.3%Fair
- Bridge Condition - Substructure
- 41.0%Good
- 49.2%Satisfactory
- 9.8%Fair
- Bridge Condition - Channel
- 10.3%Very good
- 31.0%Good
- 44.8%Satisfactory
- 13.8%Fair
- Bridge Condition - Culverts
- 50.0%Satisfactory
- 33.3%Fair
- 16.7%Critical
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Structure Number: 5, Location: 1.0 MI N OF US ROUTE 1 (Lat: 41.094217, Lng: -73.445786), Route carried "on" structure: Interstate 95, Year Built: 1956, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 131,400 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 195,247 (year 2038), Design Load: HL 93, Features Intersected: KEELER AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.306, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 33.2m (108.9ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 33.2m (108.9ft), Out-to-Out Width: 36.2m (118.8ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 44.1 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: 34.0 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 5, Location: 1.0 MI N OF US ROUTE 1 (Lat: 41.094217, Lng: -73.445786), Route carried "on" structure: Interstate 95, Year Built: 1956, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 131,400 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 195,247 (year 2038), Design Load: HL 93, Features Intersected: KEELER AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.306, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 33.2m (108.9ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 33.2m (108.9ft), Out-to-Out Width: 36.2m (118.8ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 44.1 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: 34.0 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 53, Location: 0.5 MI S OF US ROUTE 7 (Lat: 41.103964, Lng: -73.430131), Route carried "on" structure: City street , Year Built: 2014, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 6,300 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 9,361 (year 2037), Design Load: HL 93, Features Intersected: INTERSTATE-95, Facility Carried by Structure: TAYLOR AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.869, Lanes on structure: 2, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 9.0m (29.5ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 27.5m (90.2ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 31.1 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: 24.0 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 53, Location: 0.5 MI S OF US ROUTE 7 (Lat: 41.103964, Lng: -73.430131), Route carried "on" structure: City street , Year Built: 2014, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 6,300 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 9,361 (year 2037), Design Load: HL 93, Features Intersected: INTERSTATE-95, Facility Carried by Structure: TAYLOR AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.869, Lanes on structure: 2, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 9.0m (29.5ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 27.5m (90.2ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 31.1 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: 24.0 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 59, Location: BETWEEN EXITS 15 & 16 (Lat: 41.107486, Lng: -73.410633), Route carried "on" structure: Interstate 95, Year Built: 1957, Year Reconstructed: 1992, Status: Open, Structure Length: 27.74m (91.01ft), Average Daily Traffic: 147,400 (year 2017), Truck Traffic: 9%, Average Future Daily Traffic: 219,022 (year 2037), Design Load: HS 20, Features Intersected: NORWALK RV,HENDRICKS AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.605, Lanes on structure: 8, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 32.9m (107.9ft), Skew: 30 degrees, Navigation Control: Yes ( Vertical Clearance: 18.3m (60.0ft), Horizontal Clearance: 30.5m (100.1ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 41.1m (134.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 32.9m (107.9ft), Out-to-Out Width: 37.1m (121.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 56.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: August 2020, Underwater Inspection Date: August 2020, Total Project Cost: $21,000,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 59, Location: BETWEEN EXITS 15 & 16 (Lat: 41.107486, Lng: -73.410633), Route carried "on" structure: Interstate 95, Year Built: 1957, Year Reconstructed: 1992, Status: Open, Structure Length: 27.74m (91.01ft), Average Daily Traffic: 147,400 (year 2017), Truck Traffic: 9%, Average Future Daily Traffic: 219,022 (year 2037), Design Load: HS 20, Features Intersected: NORWALK RV,HENDRICKS AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.605, Lanes on structure: 8, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 32.9m (107.9ft), Skew: 30 degrees, Navigation Control: Yes ( Vertical Clearance: 18.3m (60.0ft), Horizontal Clearance: 30.5m (100.1ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 41.1m (134.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 32.9m (107.9ft), Out-to-Out Width: 37.1m (121.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 56.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: August 2020, Underwater Inspection Date: August 2020, Total Project Cost: $21,000,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 6, Location: INTERSTATE-95 EXIT NO. 16 (Lat: 41.108553, Lng: -73.406219), Route carried "on" structure: City street , Year Built: 1957, Status: Open, Structure Length: 4.60m (15.09ft), Average Daily Traffic: 22,100 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 32,838 (year 2038), Design Load: H 20, Features Intersected: INTERSTATE 95, Facility Carried by Structure: EAST AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.724, Lanes on structure: 5, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.3m (73.2ft), Curb or Sidewalk Widths: Left: 4.6m (15.1ft), Right: 4.6m (15.1ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 25.2m (82.7ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 91.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 6, Location: INTERSTATE-95 EXIT NO. 16 (Lat: 41.108553, Lng: -73.406219), Route carried "on" structure: City street , Year Built: 1957, Status: Open, Structure Length: 4.60m (15.09ft), Average Daily Traffic: 22,100 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 32,838 (year 2038), Design Load: H 20, Features Intersected: INTERSTATE 95, Facility Carried by Structure: EAST AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.724, Lanes on structure: 5, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.3m (73.2ft), Curb or Sidewalk Widths: Left: 4.6m (15.1ft), Right: 4.6m (15.1ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 25.2m (82.7ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 91.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 318, Location: 0.2 MI N OF US ROUTE 7 (Lat: 41.119503, Lng: -73.416989), Route carried "on" structure: US 1, Year Built: 1958, Year Reconstructed: 1997, Status: Open, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 14,600 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 21,694 (year 2037), Design Load: HS 20, Features Intersected: NORWALK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.637, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 17.7m (58.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 18.4m (60.4ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 55.4 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: 42.8 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 318, Location: 0.2 MI N OF US ROUTE 7 (Lat: 41.119503, Lng: -73.416989), Route carried "on" structure: US 1, Year Built: 1958, Year Reconstructed: 1997, Status: Open, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 14,600 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 21,694 (year 2037), Design Load: HS 20, Features Intersected: NORWALK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.637, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 17.7m (58.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 18.4m (60.4ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 55.4 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: 42.8 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 530A, Location: ROUTE 15 EXIT NO. 40 (Lat: 41.142575, Lng: -73.425725), Route carried "on" structure: State highway 15, Year Built: 1938, Status: Posted for load-capacity, Structure Length: 1.85m (6.07ft), Average Daily Traffic: 29,700 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 44,131 (year 2035), Features Intersected: SR 719
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.292, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 11 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.5m (54.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 530A, Location: ROUTE 15 EXIT NO. 40 (Lat: 41.142575, Lng: -73.425725), Route carried "on" structure: State highway 15, Year Built: 1938, Status: Posted for load-capacity, Structure Length: 1.85m (6.07ft), Average Daily Traffic: 29,700 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 44,131 (year 2035), Features Intersected: SR 719
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.292, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 11 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.5m (54.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 530B, Location: Route 15, Exit 40 (Lat: 41.142725, Lng: -73.425739), Route carried "on" structure: State highway 15, Year Built: 1938, Year Reconstructed: 2016, Status: Posted for load-capacity, Structure Length: 1.85m (6.07ft), Average Daily Traffic: 29,700 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 44,131 (year 2035), Features Intersected: SR 719
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.292, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 11 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.5m (54.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Superstructure: Satisfactory, Substructure: Good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 530B, Location: Route 15, Exit 40 (Lat: 41.142725, Lng: -73.425739), Route carried "on" structure: State highway 15, Year Built: 1938, Year Reconstructed: 2016, Status: Posted for load-capacity, Structure Length: 1.85m (6.07ft), Average Daily Traffic: 29,700 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 44,131 (year 2035), Features Intersected: SR 719
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.292, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 11 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.5m (54.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Superstructure: Satisfactory, Substructure: Good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 715, Location: ROUTE 15 EXIT NO. 38 (Lat: 41.133764, Lng: -73.456642), Route carried "on" structure: State highway 15, Year Built: 1937, Year Reconstructed: 1995, Status: Posted for load-capacity, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 75,500 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 112,185 (year 2035), Design Load: HS 20, Features Intersected: ROUTE 123
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.540, Lanes on structure: 6, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 28.7m (94.2ft), Skew: 33 degrees, Material/Design: Steel, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 28.5m (93.5ft), Out-to-Out Width: 30.6m (100.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 67.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 715, Location: ROUTE 15 EXIT NO. 38 (Lat: 41.133764, Lng: -73.456642), Route carried "on" structure: State highway 15, Year Built: 1937, Year Reconstructed: 1995, Status: Posted for load-capacity, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 75,500 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 112,185 (year 2035), Design Load: HS 20, Features Intersected: ROUTE 123
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.540, Lanes on structure: 6, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 28.7m (94.2ft), Skew: 33 degrees, Material/Design: Steel, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 28.5m (93.5ft), Out-to-Out Width: 30.6m (100.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 67.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 716, Location: 0.8 MI S OF US ROUTE 7 (Lat: 41.137567, Lng: -73.444900), Route carried "on" structure: City street , Year Built: 1938, Year Reconstructed: 1989, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 1,400 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 2,080 (year 2037), Design Load: H 20, Features Intersected: ROUTE 15, Facility Carried by Structure: COMSTOCK HILL AVEN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.612, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.2m (63.0ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 716, Location: 0.8 MI S OF US ROUTE 7 (Lat: 41.137567, Lng: -73.444900), Route carried "on" structure: City street , Year Built: 1938, Year Reconstructed: 1989, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 1,400 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 2,080 (year 2037), Design Load: H 20, Features Intersected: ROUTE 15, Facility Carried by Structure: COMSTOCK HILL AVEN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.612, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.2m (63.0ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 717, Location: 0.5 MI S OF US ROUTE 7 (Lat: 41.138700, Lng: -73.440889), Route carried "on" structure: State highway 15, Year Built: 1938, Status: Posted for load-capacity, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 77,620 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 115,336 (year 2039), Features Intersected: SILVERMINE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.957, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.4m (57.1ft), Skew: 20 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: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 17.4m (57.1ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 30.8 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
Structure Number: 717, Location: 0.5 MI S OF US ROUTE 7 (Lat: 41.138700, Lng: -73.440889), Route carried "on" structure: State highway 15, Year Built: 1938, Status: Posted for load-capacity, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 77,620 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 115,336 (year 2039), Features Intersected: SILVERMINE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.957, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.4m (57.1ft), Skew: 20 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: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 17.4m (57.1ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 30.8 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
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Structure Number: 718, Location: 0.5 MI S OF U.S. ROUTE 7 (Lat: 41.138872, Lng: -73.440278), Route carried "on" structure: State highway 15, Year Built: 1958, Year Reconstructed: 2012, Status: Posted for load-capacity, Structure Length: 6.19m (20.31ft), Average Daily Traffic: 77,620 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 115,336 (year 2039), Design Load: HL 93, Features Intersected: SILVERMINE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.989, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.0m (68.9ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 20.0m (65.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 45.7 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: 35.0 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Cathodic Protection
Structure Number: 718, Location: 0.5 MI S OF U.S. ROUTE 7 (Lat: 41.138872, Lng: -73.440278), Route carried "on" structure: State highway 15, Year Built: 1958, Year Reconstructed: 2012, Status: Posted for load-capacity, Structure Length: 6.19m (20.31ft), Average Daily Traffic: 77,620 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 115,336 (year 2039), Design Load: HL 93, Features Intersected: SILVERMINE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.989, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.0m (68.9ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 20.0m (65.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 45.7 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: 35.0 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Cathodic Protection
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Structure Number: 719, Location: 0.2 MI S OF US ROUTE 7 (Lat: 41.140578, Lng: -73.434297), Route carried "on" structure: State highway 15, Year Built: 1936, Status: Posted for load-capacity, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 66,900 (year 2015), Average Future Daily Traffic: 99,407 (year 2035), Design Load: H 20, Features Intersected: PERRY AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.536, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 20 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: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 20.4m (66.9ft)
Condition: Superstructure: Satisfactory, Substructure: Good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
Structure Number: 719, Location: 0.2 MI S OF US ROUTE 7 (Lat: 41.140578, Lng: -73.434297), Route carried "on" structure: State highway 15, Year Built: 1936, Status: Posted for load-capacity, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 66,900 (year 2015), Average Future Daily Traffic: 99,407 (year 2035), Design Load: H 20, Features Intersected: PERRY AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.536, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 20 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: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 20.4m (66.9ft)
Condition: Superstructure: Satisfactory, Substructure: Good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
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Structure Number: 72, Location: 0.2 MI N OF US ROUTE 7 (Lat: 41.142242, Lng: -73.428036), Route carried "on" structure: State highway 15, Year Built: 1937, Status: Posted for load-capacity, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 57,400 (year 2015), Average Future Daily Traffic: 85,291 (year 2035), Features Intersected: METRO-NORTH RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.099, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 21 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 18.4m (60.4ft), Out-to-Out Width: 32.2m (105.6ft)
Condition: Superstructure: Fair, Substructure: Fair, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 29.9 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
Structure Number: 72, Location: 0.2 MI N OF US ROUTE 7 (Lat: 41.142242, Lng: -73.428036), Route carried "on" structure: State highway 15, Year Built: 1937, Status: Posted for load-capacity, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 57,400 (year 2015), Average Future Daily Traffic: 85,291 (year 2035), Features Intersected: METRO-NORTH RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.099, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 21 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 18.4m (60.4ft), Out-to-Out Width: 32.2m (105.6ft)
Condition: Superstructure: Fair, Substructure: Fair, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 29.9 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
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Structure Number: 721, Location: 0.1 MI N OF US ROUTE 7 (Lat: 41.142428, Lng: -73.426972), Route carried "on" structure: State highway 15, Year Built: 1938, Year Reconstructed: 1988, Status: Posted for load-capacity, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 57,400 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 85,291 (year 2035), Design Load: H 20, Features Intersected: NORWALK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.180, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Skew: 22 degrees, Material/Design: Concrete continuous, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.1m (33.1ft)
Condition: Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020
Structure Number: 721, Location: 0.1 MI N OF US ROUTE 7 (Lat: 41.142428, Lng: -73.426972), Route carried "on" structure: State highway 15, Year Built: 1938, Year Reconstructed: 1988, Status: Posted for load-capacity, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 57,400 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 85,291 (year 2035), Design Load: H 20, Features Intersected: NORWALK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.180, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Skew: 22 degrees, Material/Design: Concrete continuous, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.1m (33.1ft)
Condition: Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020
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Structure Number: 722, Location: RTE 15 UNDER WEST ROCK RD (Lat: 41.145533, Lng: -73.417464), Route carried "on" structure: City street , Year Built: 1938, Year Reconstructed: 2019, Status: Open, Structure Length: 2.76m (9.06ft), Average Daily Traffic: 5,000 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 7,430 (year 2040), Design Load: HL 93, Features Intersected: ROUTE 15, Facility Carried by Structure: WEST ROCKS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.317, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.1m (82.3ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 0.0m, Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 47.3 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: 36.6 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: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Galvanized Reinforcing
Structure Number: 722, Location: RTE 15 UNDER WEST ROCK RD (Lat: 41.145533, Lng: -73.417464), Route carried "on" structure: City street , Year Built: 1938, Year Reconstructed: 2019, Status: Open, Structure Length: 2.76m (9.06ft), Average Daily Traffic: 5,000 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 7,430 (year 2040), Design Load: HL 93, Features Intersected: ROUTE 15, Facility Carried by Structure: WEST ROCKS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.317, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.1m (82.3ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 0.0m, Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 47.3 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: 36.6 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: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Galvanized Reinforcing
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Structure Number: 723, Location: 1.54 MI SO OF WESTPORT TL (Lat: 41.148989, Lng: -73.411308), Route carried "on" structure: City street , Year Built: 1938, Year Reconstructed: 2012, Status: Open, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 3,400 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 5,052 (year 2037), Features Intersected: ROUTE 15, Facility Carried by Structure: EAST ROCKS ROAD
Minimum Vertical Clearance: 0.61m (2.00ft), Kilometerpoint: 31.479, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.0m (68.9ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 0.0m, Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 55.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.4 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 723, Location: 1.54 MI SO OF WESTPORT TL (Lat: 41.148989, Lng: -73.411308), Route carried "on" structure: City street , Year Built: 1938, Year Reconstructed: 2012, Status: Open, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 3,400 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 5,052 (year 2037), Features Intersected: ROUTE 15, Facility Carried by Structure: EAST ROCKS ROAD
Minimum Vertical Clearance: 0.61m (2.00ft), Kilometerpoint: 31.479, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.0m (68.9ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 0.0m, Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 55.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.4 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 724, Location: 1.39 MILES NORTH OF US 7 (Lat: 41.153244, Lng: -73.403892), Route carried "on" structure: City street , Year Built: 1938, Year Reconstructed: 1997, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 3,000 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 4,458 (year 2040), Design Load: H 20, Features Intersected: ROUTE 15, Facility Carried by Structure: GRUMMAN AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.593, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.3m (63.3ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 44.1 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: 34.0 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
Structure Number: 724, Location: 1.39 MILES NORTH OF US 7 (Lat: 41.153244, Lng: -73.403892), Route carried "on" structure: City street , Year Built: 1938, Year Reconstructed: 1997, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 3,000 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 4,458 (year 2040), Design Load: H 20, Features Intersected: ROUTE 15, Facility Carried by Structure: GRUMMAN AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.593, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.3m (63.3ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 44.1 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: 34.0 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
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Structure Number: 1345, Location: DARIEN-NORWALK TOWN LINE (Lat: 41.072992, Lng: -73.447608), Route carried "on" structure: State highway 136, Year Built: 1935, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 13,400 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 19,911 (year 2037), Design Load: H 20, Features Intersected: FIVE MILE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.028, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 99.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 1345, Location: DARIEN-NORWALK TOWN LINE (Lat: 41.072992, Lng: -73.447608), Route carried "on" structure: State highway 136, Year Built: 1935, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 13,400 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 19,911 (year 2037), Design Load: H 20, Features Intersected: FIVE MILE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.028, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 99.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 1664, Location: 0.2 MI N OF US ROUTE 7 (Lat: 41.126442, Lng: -73.429256), Route carried "on" structure: State highway 123, Year Built: 1860, Year Reconstructed: 2008, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 16,500 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 24,517 (year 2037), Design Load: HS 20, Features Intersected: NORWALK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.561, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.2m (108.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 22.5m (73.8ft), Out-to-Out Width: 26.7m (87.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 72.9 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other, Deck Protection: Galvanized Reinforcing
Structure Number: 1664, Location: 0.2 MI N OF US ROUTE 7 (Lat: 41.126442, Lng: -73.429256), Route carried "on" structure: State highway 123, Year Built: 1860, Year Reconstructed: 2008, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 16,500 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 24,517 (year 2037), Design Load: HS 20, Features Intersected: NORWALK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.561, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.2m (108.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 22.5m (73.8ft), Out-to-Out Width: 26.7m (87.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 72.9 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other, Deck Protection: Galvanized Reinforcing
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Structure Number: 2295, Location: I-95 EXIT 16 TO RT 136 WB (Lat: 41.098933, Lng: -73.414592), Route carried "on" structure: State highway 136, Year Built: 1972, Year Reconstructed: 2019, Status: Open, Structure Length: 15.18m (49.80ft), Average Daily Traffic: 17,900 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 26,598 (year 2037), Design Load: HS 20, Features Intersected: NORWALK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.481, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Navigation Control: Yes ( Vertical Clearance: 3.0m (9.8ft), Horizontal Clearance: 30.5m (100.1ft)), Material/Design: Steel, Design/Construction: Movable - Bascule, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 3, Length of Maximum Span: 40.8m (133.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 20.0m (65.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 34.7 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: 28.8 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: May 2020, Critical Feature Inspection Date: May 2020, Underwater Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 2295, Location: I-95 EXIT 16 TO RT 136 WB (Lat: 41.098933, Lng: -73.414592), Route carried "on" structure: State highway 136, Year Built: 1972, Year Reconstructed: 2019, Status: Open, Structure Length: 15.18m (49.80ft), Average Daily Traffic: 17,900 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 26,598 (year 2037), Design Load: HS 20, Features Intersected: NORWALK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.481, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Navigation Control: Yes ( Vertical Clearance: 3.0m (9.8ft), Horizontal Clearance: 30.5m (100.1ft)), Material/Design: Steel, Design/Construction: Movable - Bascule, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 3, Length of Maximum Span: 40.8m (133.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 20.0m (65.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 34.7 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: 28.8 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: May 2020, Critical Feature Inspection Date: May 2020, Underwater Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 2569, Location: 0.75 MILE N. OF DARIEN TL (Lat: 41.096483, Lng: -73.443228), Route carried "on" structure: Interstate 95, Year Built: 1958, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 131,400 (year 2017), Truck Traffic: 9%, Average Future Daily Traffic: 195,247 (year 2037), Design Load: H 20, Features Intersected: KEELER BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.643, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 29.3m (96.1ft), Skew: 34 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 96.2 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: 74.2 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
Structure Number: 2569, Location: 0.75 MILE N. OF DARIEN TL (Lat: 41.096483, Lng: -73.443228), Route carried "on" structure: Interstate 95, Year Built: 1958, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 131,400 (year 2017), Truck Traffic: 9%, Average Future Daily Traffic: 195,247 (year 2037), Design Load: H 20, Features Intersected: KEELER BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.643, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 29.3m (96.1ft), Skew: 34 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 96.2 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: 74.2 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
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Structure Number: 3561, Location: I-95 NB EXIT NO. 15 (Lat: 41.105364, Lng: -73.423269), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 4,000 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 5,944 (year 2037), Design Load: HS 20, Features Intersected: US ROUTE 7 NORTHBOUND, Facility Carried by Structure: STUART AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 2, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 42.1 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: 31.1 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, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 3561, Location: I-95 NB EXIT NO. 15 (Lat: 41.105364, Lng: -73.423269), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 4,000 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 5,944 (year 2037), Design Load: HS 20, Features Intersected: US ROUTE 7 NORTHBOUND, Facility Carried by Structure: STUART AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 2, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 42.1 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: 31.1 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, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 3562, Location: INTERSTATE-95 EXIT 15 (Lat: 41.106406, Lng: -73.420178), Route carried "on" structure: US 7, Year Built: 1970, Year Reconstructed: 1999, Status: Open, Structure Length: 10.42m (34.19ft), Average Daily Traffic: 48,300 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 71,769 (year 2037), Design Load: HS 20, Features Intersected: I-95 & TR802,RTE 7 RMP 1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.531, Lanes on structure: 3, Lanes under structure: 10, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.8m (87.9ft), Skew: 31 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 51.2m (168.0ft), Curb-To-Curb Width: 26.8m (87.9ft), Out-to-Out Width: 29.3m (96.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 52.8 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: 40.8 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: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3562, Location: INTERSTATE-95 EXIT 15 (Lat: 41.106406, Lng: -73.420178), Route carried "on" structure: US 7, Year Built: 1970, Year Reconstructed: 1999, Status: Open, Structure Length: 10.42m (34.19ft), Average Daily Traffic: 48,300 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 71,769 (year 2037), Design Load: HS 20, Features Intersected: I-95 & TR802,RTE 7 RMP 1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.531, Lanes on structure: 3, Lanes under structure: 10, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.8m (87.9ft), Skew: 31 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 51.2m (168.0ft), Curb-To-Curb Width: 26.8m (87.9ft), Out-to-Out Width: 29.3m (96.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 52.8 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: 40.8 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: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3563, Location: ROUTE I-95 SB EXIT 15 (Lat: 41.106847, Lng: -73.415314), Route carried "on" structure: Ramp Interstate 95, Year Built: 1970, Year Reconstructed: 1993, Status: Open, Structure Length: 8.23m (27.00ft), Average Daily Traffic: 17,900 (year 2017), Truck Traffic: 9%, Average Future Daily Traffic: 26,598 (year 2037), Design Load: HS 20, Features Intersected: MNRR & CRESCENT ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.175, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.1m (102.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 14.8m (48.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 3563, Location: ROUTE I-95 SB EXIT 15 (Lat: 41.106847, Lng: -73.415314), Route carried "on" structure: Ramp Interstate 95, Year Built: 1970, Year Reconstructed: 1993, Status: Open, Structure Length: 8.23m (27.00ft), Average Daily Traffic: 17,900 (year 2017), Truck Traffic: 9%, Average Future Daily Traffic: 26,598 (year 2037), Design Load: HS 20, Features Intersected: MNRR & CRESCENT ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.175, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.1m (102.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 14.8m (48.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 3564, Location: I-95 SB EXIT NO. 15 (Lat: 41.108936, Lng: -73.418539), Route carried "on" structure: Ramp Interstate 95, Year Built: 1970, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 16,800 (year 2017), Truck Traffic: 9%, Average Future Daily Traffic: 24,963 (year 2037), Design Load: HS 20, Features Intersected: WEST AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 44.2m (145.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 41.8 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: 32.4 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 3564, Location: I-95 SB EXIT NO. 15 (Lat: 41.108936, Lng: -73.418539), Route carried "on" structure: Ramp Interstate 95, Year Built: 1970, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 16,800 (year 2017), Truck Traffic: 9%, Average Future Daily Traffic: 24,963 (year 2037), Design Load: HS 20, Features Intersected: WEST AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 44.2m (145.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 41.8 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: 32.4 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 3565, Location: 0.6 MI N OF I-95 (Lat: 41.109878, Lng: -73.419186), Route carried "on" structure: US 7, Year Built: 1970, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 27,500 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 40,862 (year 2040), Design Load: HS 20, Features Intersected: CONNECTICUT AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 3, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.3m (83.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 15.4m (50.5ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 48.3 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: 36.0 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 3565, Location: 0.6 MI N OF I-95 (Lat: 41.109878, Lng: -73.419186), Route carried "on" structure: US 7, Year Built: 1970, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 27,500 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 40,862 (year 2040), Design Load: HS 20, Features Intersected: CONNECTICUT AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 3, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.3m (83.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 15.4m (50.5ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 48.3 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: 36.0 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 3566, Location: 0.6 MI N OF I-95 (Lat: 41.109944, Lng: -73.418797), Route carried "on" structure: US 7, Year Built: 1970, Status: Open, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 27,400 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 40,714 (year 2040), Design Load: HS 20, Features Intersected: CONNECTICUT AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 3, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.6m (84.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 15.7m (51.5ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Operating Rating: 55.1 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: 41.1 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 3566, Location: 0.6 MI N OF I-95 (Lat: 41.109944, Lng: -73.418797), Route carried "on" structure: US 7, Year Built: 1970, Status: Open, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 27,400 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 40,714 (year 2040), Design Load: HS 20, Features Intersected: CONNECTICUT AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 3, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.6m (84.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 15.7m (51.5ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Operating Rating: 55.1 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: 41.1 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 3567A, Location: 0.7 MILE NORTH OF I-95 (Lat: 41.111700, Lng: -73.418775), Route carried "on" structure: US 7, Year Built: 1970, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 33,100 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 49,183 (year 2037), Design Load: HS 20, Features Intersected: MAPLE STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.175, Lanes on structure: 3, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.9m (52.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.3m (53.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Operating Rating: 55.1 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: 42.4 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: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 3567A, Location: 0.7 MILE NORTH OF I-95 (Lat: 41.111700, Lng: -73.418775), Route carried "on" structure: US 7, Year Built: 1970, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 33,100 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 49,183 (year 2037), Design Load: HS 20, Features Intersected: MAPLE STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.175, Lanes on structure: 3, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.9m (52.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.3m (53.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Operating Rating: 55.1 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: 42.4 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: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 3567B, Location: 0.7 MILE NORTH OF I-95 (Lat: 41.111722, Lng: -73.419167), Route carried "on" structure: US 7, Year Built: 1970, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 33,100 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 49,183 (year 2037), Design Load: HS 20, Features Intersected: MAPLE STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.175, Lanes on structure: 3, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.9m (52.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.3m (53.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 55.1 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: 42.4 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: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 3567B, Location: 0.7 MILE NORTH OF I-95 (Lat: 41.111722, Lng: -73.419167), Route carried "on" structure: US 7, Year Built: 1970, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 33,100 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 49,183 (year 2037), Design Load: HS 20, Features Intersected: MAPLE STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.175, Lanes on structure: 3, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.9m (52.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.3m (53.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 55.1 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: 42.4 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: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 3568A, Location: ADJ INTERSECT W- ROUTE 1 (Lat: 41.115369, Lng: -73.418811), Route carried "on" structure: US 7, Year Built: 1970, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 27,500 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 40,862 (year 2037), Design Load: HS 20, Features Intersected: UNION PARK SOUTH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.577, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 11 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 21.4m (70.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 68.4 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: 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2020, Critical Feature Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 3568A, Location: ADJ INTERSECT W- ROUTE 1 (Lat: 41.115369, Lng: -73.418811), Route carried "on" structure: US 7, Year Built: 1970, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 27,500 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 40,862 (year 2037), Design Load: HS 20, Features Intersected: UNION PARK SOUTH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.577, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 11 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 21.4m (70.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 68.4 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: 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2020, Critical Feature Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 3568B, Location: ADJ INTERSECT W- ROUTE 1 (Lat: 41.115269, Lng: -73.419247), Route carried "on" structure: US 7, Year Built: 1970, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 27,500 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 40,862 (year 2037), Design Load: HS 20, Features Intersected: UNION PARK SOUTH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.577, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 11 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 19.8m (65.0ft), Out-to-Out Width: 22.3m (73.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 73.5 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: 56.7 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2020, Critical Feature Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 3568B, Location: ADJ INTERSECT W- ROUTE 1 (Lat: 41.115269, Lng: -73.419247), Route carried "on" structure: US 7, Year Built: 1970, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 27,500 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 40,862 (year 2037), Design Load: HS 20, Features Intersected: UNION PARK SOUTH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.577, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 11 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 19.8m (65.0ft), Out-to-Out Width: 22.3m (73.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 73.5 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: 56.7 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2020, Critical Feature Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 3569A, Location: 1.2 MI N OF I-95 (Lat: 41.118128, Lng: -73.419678), Route carried "on" structure: US 7, Year Built: 1970, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 27,500 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 40,862 (year 2037), Design Load: HS 20, Features Intersected: US ROUTE 1 (BELDEN AVE)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.899, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.2m (63.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.3m (53.5ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 61.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 3569A, Location: 1.2 MI N OF I-95 (Lat: 41.118128, Lng: -73.419678), Route carried "on" structure: US 7, Year Built: 1970, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 27,500 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 40,862 (year 2037), Design Load: HS 20, Features Intersected: US ROUTE 1 (BELDEN AVE)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.899, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.2m (63.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.3m (53.5ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 61.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 3569B, Location: 1.2 MILES NORTH OF I-95 (Lat: 41.118078, Lng: -73.420061), Route carried "on" structure: US 7, Year Built: 1970, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 2,750 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 4,086 (year 2037), Design Load: HS 20, Features Intersected: US ROUTE 1 (BELDEN AVE)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.899, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.2m (63.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.3m (53.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 56.1 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: 43.1 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 3569B, Location: 1.2 MILES NORTH OF I-95 (Lat: 41.118078, Lng: -73.420061), Route carried "on" structure: US 7, Year Built: 1970, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 2,750 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 4,086 (year 2037), Design Load: HS 20, Features Intersected: US ROUTE 1 (BELDEN AVE)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.899, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.2m (63.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.3m (53.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 56.1 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: 43.1 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 357, Location: 1.2 MILES NORTH OF I-95 (Lat: 41.118039, Lng: -73.420303), Route carried "on" structure: Ramp US 7, Year Built: 1970, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 4,300 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 6,389 (year 2037), Design Load: HS 20, Features Intersected: US ROUTE 1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.145, Lanes on structure: 1, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, 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: 43.7 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: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 357, Location: 1.2 MILES NORTH OF I-95 (Lat: 41.118039, Lng: -73.420303), Route carried "on" structure: Ramp US 7, Year Built: 1970, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 4,300 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 6,389 (year 2037), Design Load: HS 20, Features Intersected: US ROUTE 1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.145, Lanes on structure: 1, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, 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: 43.7 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: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 3571, Location: 1.3 MILE NORTH OF I-95 (Lat: 41.119664, Lng: -73.420539), Route carried "on" structure: US 7, Year Built: 1970, Status: Open, Structure Length: 7.22m (23.69ft), Average Daily Traffic: 29,650 (year 2017), Truck Traffic: 8%, Average Future Daily Traffic: 44,057 (year 2037), Design Load: HS 20, Features Intersected: NORWALK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.044, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 12 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.7m (94.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 18.8m (61.7ft), Out-to-Out Width: 19.8m (65.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Good, 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: 38.6 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Cathodic Protection
Structure Number: 3571, Location: 1.3 MILE NORTH OF I-95 (Lat: 41.119664, Lng: -73.420539), Route carried "on" structure: US 7, Year Built: 1970, Status: Open, Structure Length: 7.22m (23.69ft), Average Daily Traffic: 29,650 (year 2017), Truck Traffic: 8%, Average Future Daily Traffic: 44,057 (year 2037), Design Load: HS 20, Features Intersected: NORWALK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.044, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 12 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.7m (94.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 18.8m (61.7ft), Out-to-Out Width: 19.8m (65.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Good, 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: 38.6 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Cathodic Protection
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Structure Number: 3572, Location: 1.3 MILE NORTH OF I-95 (Lat: 41.119592, Lng: -73.420983), Route carried "on" structure: US 7, Year Built: 1970, Status: Open, Structure Length: 7.13m (23.39ft), Average Daily Traffic: 27,900 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 41,457 (year 2040), Design Load: HS 20, Features Intersected: NORWALK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.060, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.6m (93.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.4m (63.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 41.5 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: 31.8 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 3572, Location: 1.3 MILE NORTH OF I-95 (Lat: 41.119592, Lng: -73.420983), Route carried "on" structure: US 7, Year Built: 1970, Status: Open, Structure Length: 7.13m (23.39ft), Average Daily Traffic: 27,900 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 41,457 (year 2040), Design Load: HS 20, Features Intersected: NORWALK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.060, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.6m (93.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.4m (63.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 41.5 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: 31.8 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 3573A, Location: 1.8 MILE NORTH OF I-95 (Lat: 41.126308, Lng: -73.426153), Route carried "on" structure: US 7, Year Built: 1970, Year Reconstructed: 1990, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 26,200 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 38,931 (year 2040), Design Load: HS 20, Features Intersected: ROUTE 123
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.945, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.4m (66.9ft), Skew: 12 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.3m (96.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 5.0m (16.4ft), Curb-To-Curb Width: 20.3m (66.6ft), Out-to-Out Width: 26.2m (86.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 52.5 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: 39.5 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: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 3573A, Location: 1.8 MILE NORTH OF I-95 (Lat: 41.126308, Lng: -73.426153), Route carried "on" structure: US 7, Year Built: 1970, Year Reconstructed: 1990, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 26,200 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 38,931 (year 2040), Design Load: HS 20, Features Intersected: ROUTE 123
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.945, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.4m (66.9ft), Skew: 12 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.3m (96.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 5.0m (16.4ft), Curb-To-Curb Width: 20.3m (66.6ft), Out-to-Out Width: 26.2m (86.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 52.5 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: 39.5 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: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 3573B, Location: 1.8 MILES NORTH OF I-95 (Lat: 41.126314, Lng: -73.426653), Route carried "on" structure: US 7, Year Built: 1970, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 18,100 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 26,895 (year 2040), Design Load: HS 20, Features Intersected: ROUTE 123
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.961, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 12 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.6m (97.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.3m (53.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 57.0 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: 43.7 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: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 3573B, Location: 1.8 MILES NORTH OF I-95 (Lat: 41.126314, Lng: -73.426653), Route carried "on" structure: US 7, Year Built: 1970, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 18,100 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 26,895 (year 2040), Design Load: HS 20, Features Intersected: ROUTE 123
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.961, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 12 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.6m (97.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.3m (53.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 57.0 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: 43.7 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: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up