Bridge Statistics for Pawcatuck, Connecticut (CT)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 758,  Location: 1.3 MILES W OF ROUTE 110 (Lat: 41.238833,  Lng: -73.126297),  Route carried "on" structure: State highway 15,  Year Built: 1941,  Status: Posted for load-capacity,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 85,600 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 127,193 (year 2039),  Features Intersected: PUMPKIN BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 57.244,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Poor,  Culverts: Fair,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021

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Structure Number: 1804,  Location: 2.6 MI N OF ROUTE 234 (Lat: 41.391567,  Lng: -71.873358),  Route carried "on" structure: Interstate 95,  Year Built: 1964,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 18,200 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 27,043 (year 2040),  Design Load: H 20,  Features Intersected: ANGUILLA BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 170.767,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 43.1 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: 33.0 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021

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Structure Number: 1805,  Location: 2.6 MI N OF ROUTE 234 (Lat: 41.392406,  Lng: -71.874378),  Route carried "on" structure: Interstate 95,  Year Built: 1964,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 18,600 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 27,638 (year 2040),  Design Load: H 20,  Features Intersected: ANGUILLA BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 170.767,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021

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Structure Number: 1806,  Location: 1.0 MI N OF ROUTE 234 (Lat: 41.395669,  Lng: -71.868136),  Route carried "on" structure: City street ,  Year Built: 1964,  Status: Open,  Structure Length: 4.91m (16.11ft),  Average Daily Traffic: 683 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,015 (year 2041),  Design Load: H 20,  Features Intersected: INTERSTATE-95 NB,  Facility Carried by Structure: NORTH ANGUILLA ROA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.497,  Lanes on structure: 2,  Lanes under 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: 3,  Length of Maximum Span: 19.0m (62.3ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 80.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum 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

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Structure Number: 1807,  Location: 1.0 MI N OF ROUTE 234 (Lat: 41.396442,  Lng: -71.868717),  Route carried "on" structure: City street ,  Year Built: 1964,  Status: Open,  Structure Length: 5.25m (17.22ft),  Average Daily Traffic: 683 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,015 (year 2041),  Design Load: HS 20,  Features Intersected: INTERSTATE 95 SB,  Facility Carried by Structure: NORTH ANGUILLA ROA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 12 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.5m (67.3ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 39.2 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: 30.1 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: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum 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

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Structure Number: 2934,  Location: 2.6 MI E OF I-95 (Lat: 41.382289,  Lng: -71.874900),  Route carried "on" structure: State highway 234,  Year Built: 2018,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 8,200 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 12,184 (year 2037),  Design Load: H 20,  Features Intersected: ANGUILLA BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.159,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.0m (32.8ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.0m (45.9ft),  Curb-To-Curb Width: 10.0m (32.8ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3821,  Location: 1.4 MI E OF I-95 (Lat: 41.393122,  Lng: -71.845239),  Route carried "on" structure: State highway 2,  Year Built: 1975,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 7.90m (25.92ft),  Average Daily Traffic: 8,900 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 13,225 (year 2037),  Design Load: HS 20,  Features Intersected: ROUTE 78 EASTBOUND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 91.169,  Lanes on structure: 4,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 40.8m (133.9ft),  Curb or Sidewalk Widths: Left: 4.0m (13.1ft),  Right: 4.0m (13.1ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 24.5m (80.4ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 94.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 3908,  Location: 0.6 MI S OF US ROUTE 1 (Lat: 41.356322,  Lng: -71.866942),  Route carried "on" structure: City street ,  Year Built: 1926,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 1,485 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,207 (year 2037),  Design Load: HS 20,  Features Intersected: AMTRAK RAILROAD,  Facility Carried by Structure: GREENHAVEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.440,  Lanes on structure: 2,  Maintenance Responsibility: Local Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 42.4 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: 32.7 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: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2018,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4158,  Location: 0.5 MI E OF ROUTE 2 (Lat: 41.385272,  Lng: -71.832997),  Route carried "on" structure: City street ,  Year Built: 1953,  Status: Open,  Structure Length: 3.79m (12.43ft),  Average Daily Traffic: 5,345 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 7,942 (year 2040),  Design Load: HS 20,  Features Intersected: PAWCATUCK RIVER,  Facility Carried by Structure: STILLMAN AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.772,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 18.1m (59.4ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  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: 26.6 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: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: High priority of corrective action,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: May 2020,  Underwater Inspection Date: April 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 479,  Location: 900 FT SOUTH OF ROUTE 234 (Lat: 41.379725,  Lng: -71.872339),  Route carried "on" structure: City street ,  Year Built: 1940,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 528 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 785 (year 2040),  Design Load: HS 20,  Features Intersected: ANGUILLA BROOK,  Facility Carried by Structure: SO ANGUILLA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.963,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.2m (23.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 37.3 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: 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: High priority of corrective action,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 365,  Location: JCT ROUTE 2 & US ROUTE 1 (Lat: 41.377281,  Lng: -71.833425),  Route carried "under" structure: US 1,  Year Built: 1949,  Structure Length: 0. m,  Average Daily Traffic: 22,200 (year 2017),  Truck Traffic: 5%,  Features Intersected: US ROUTE 1,  Facility Carried by Structure: AMTRAK NE CORRIDOR
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 188.696,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 1806,  Location: 1.0 MI N OF ROUTE 234 (Lat: 41.395669,  Lng: -71.868136),  Route carried "under" structure: Interstate 95,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 18,400 (year 2020),  Truck Traffic: 9%,  Features Intersected: INTERSTATE-95 NB,  Facility Carried by Structure: NORTH ANGUILLA ROA
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 171.411,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.0m (62.3ft)

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Structure Number: 1807,  Location: 1.0 MI N OF ROUTE 234 (Lat: 41.396442,  Lng: -71.868717),  Route carried "under" structure: Interstate 95,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 18,600 (year 2020),  Truck Traffic: 9%,  Features Intersected: INTERSTATE 95 SB,  Facility Carried by Structure: NORTH ANGUILLA ROA
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 171.443,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.5m (67.3ft)

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Structure Number: 3821,  Location: 1.4 MI E OF I-95 (Lat: 41.393122,  Lng: -71.845239),  Route carried "under" structure: State highway 78,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 15,700 (year 2017),  Truck Traffic: 8%,  Features Intersected: ROUTE 78 EASTBOUND,  Facility Carried by Structure: ROUTE 2
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 0.306,  Lanes on structure: 4,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 40.8m (133.9ft)