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Bridge Statistics for Essex, Connecticut (CT) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Essex, CT, Connecticut, Connecticut forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 27 Total length: 142 meters (466ft) Total costs: $40,000 Total average daily traffic: 236,880 Total average daily truck traffic: 14,196 National Bridge Inventory (NBI) Registered Bridges for Essex
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 3338, Location: RTE 154 TO GATES ROAD (Lat: 41.336667, Lng: -72.395000), Route carried "on" structure: State highway 9, Year Built: 1966, Status: Open, Structure Length: 3.08m (10.10ft), Average Daily Traffic: 16,950 (year 2004), Truck Traffic: 6%, Average Future Daily Traffic: 8,475 (year 2026), Design Load: HS 20, Features Intersected: CEDAR GROVE TERRACE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.650, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 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-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.3m (43.6ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 67.5 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: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.01m (0.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2006, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 3339, Location: RTE 154 TO GATES ROAD (Lat: 41.336667, Lng: -72.395000), Route carried "on" structure: State highway 9, Year Built: 1966, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 16,950 (year 2004), Truck Traffic: 6%, Average Future Daily Traffic: 8,475 (year 2026), Design Load: H 20, Features Intersected: CEDAR GROVE TERRACE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.650, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.0m (95.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.5m (47.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 79.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.01m (0.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2006, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 334, Location: ACC TO RT 9 SB FROM RT153 (Lat: 41.348333, Lng: -72.401667), Route carried "on" structure: Ramp State highway 9, Year Built: 1966, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 3,800 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 1,900 (year 2026), Design Load: HS 20, Features Intersected: MUD RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.098, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 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: Good, Culverts: Good, Operating Rating: 76.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.01m (0.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2000) Find on map >>
Structure Number: 3341, Location: 3.69 MI NORTH OF JCT I-95 (Lat: 41.350000, Lng: -72.403333), Route carried "on" structure: State highway 9, Year Built: 1966, Status: Open, Structure Length: 4.24m (13.91ft), Average Daily Traffic: 13,050 (year 2004), Truck Traffic: 6%, Average Future Daily Traffic: 6,525 (year 2026), Design Load: HS 20, Features Intersected: ROUTE 153 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.227, 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: 1, Length of Maximum Span: 41.1m (134.8ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.3m (43.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Inventory Rating: 60.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.01m (0.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 3342, Location: 3.7 MI N OF JCT OF I-95 (Lat: 41.350000, Lng: -72.403333), Route carried "on" structure: State highway 9, Year Built: 1966, Status: Open, Structure Length: 11.83m (38.81ft), Average Daily Traffic: 13,050 (year 2004), Truck Traffic: 6%, Average Future Daily Traffic: 6,525 (year 2026), Design Load: HS 20, Features Intersected: ROUTE 153 & ROUTE 154 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.243, Lanes on structure: 2, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 45.4m (149.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.3m (43.6ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 80.5 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.01m (0.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 3343, Location: 3.76 MILES N OF JCT I-95 (Lat: 41.351667, Lng: -72.403333), Route carried "on" structure: State highway 9, Year Built: 1966, Status: Open, Structure Length: 4.82m (15.81ft), Average Daily Traffic: 13,050 (year 2004), Truck Traffic: 6%, Average Future Daily Traffic: 6,525 (year 2026), Design Load: HS 20, Features Intersected: ROUTE 154(MIDDLESEX TPK) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.339, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 45.1m (148.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.3m (43.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Inventory Rating: 63.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.01m (0.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 3415, Location: .14 MI N OF SB EXIT RT154 (Lat: 41.360000, Lng: -72.423333), Route carried "on" structure: State highway 9, Year Built: 1967, Status: Open, Structure Length: 13.47m (44.19ft), Average Daily Traffic: 15,700 (year 2004), Truck Traffic: 6%, Average Future Daily Traffic: 7,850 (year 2026), Design Load: HS 20, Features Intersected: RT 154&VALLEY RR&WARD BK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.319, Lanes on structure: 3, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 31.4m (103.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.8m (51.8ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 85.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.01m (0.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: 3416, Location: 1MILE NORTH JNCT 602&154 (Lat: 41.361667, Lng: -72.423333), Route carried "on" structure: State highway 9, Year Built: 1967, Status: Open, Structure Length: 12.98m (42.59ft), Average Daily Traffic: 15,750 (year 2003), Truck Traffic: 7%, Average Future Daily Traffic: 7,875 (year 2026), Design Load: HS 20, Features Intersected: RT 154,VALLEY RR,WARD BK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.335, Lanes on structure: 3, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 30.2m (99.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.7m (51.5ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 0.01m (0.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: 3417, Location: .25 MI NORTH OF ROUTE 154 (Lat: 41.355000, Lng: -72.406667), Route carried "on" structure: City street , Year Built: 1967, Status: Open, Structure Length: 6.68m (21.92ft), Average Daily Traffic: 950 (year 1992), Truck Traffic: 7%, Average Future Daily Traffic: 475 (year 2026), Design Load: HS 20, Features Intersected: ROUTE 9, Facility Carried by Structure: DENNISON ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.123, Lanes on structure: 2, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.9m (107.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.4m (37.4ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 75.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.01m (0.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 3418, Location: 1/4 MI NO OF ROUTE 154 (Lat: 41.355000, Lng: -72.410000), Route carried "on" structure: State highway 9, Year Built: 1967, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 30,400 (year 2002), Truck Traffic: 6%, Average Future Daily Traffic: 15,200 (year 2026), Design Load: HS 20, Features Intersected: FALLS RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.491, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 23.5m (77.1ft), Skew: 23 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.4m (21.0ft) Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 89.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.01m (0.03ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: March 2008, Underwater Inspection Date: March 2008, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2000) Find on map >>
Structure Number: 4356, Location: 0.2 MI S OF BUSHY HILL RD (Lat: 41.340000, Lng: -72.453333), Route carried "on" structure: City street , Year Built: 1980, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 1,140 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 570 (year 2026), Features Intersected: FALLS RIVER, Facility Carried by Structure: POND MEADOW ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.306, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft) Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 52.2 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.01m (0.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2000) Find on map >>
Structure Number: 4611, Location: 700'E OF MAIN ST (SR 621) (Lat: 41.356667, Lng: -72.408333), Route carried "on" structure: City street , Year Built: 1910, Year Reconstructed: 1981, Status: Open, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 1,083 (year 2007), Truck Traffic: 2%, Average Future Daily Traffic: 542 (year 2026), Design Load: HS 20, Features Intersected: CONN VALLEY RAILROAD, Facility Carried by Structure: DENNISON ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 50.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 0.01m (0.03ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2007, Critical Feature Inspection Date: November 2007, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2000), Deck Structure Type: Closed Grating, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 466, Location: 90 FT SO OF MAIN STREET (Lat: 41.343333, Lng: -72.446667), Route carried "on" structure: City street , Year Built: 1968, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 456 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 228 (year 2026), Features Intersected: FALLS RIVER, Facility Carried by Structure: WALNUT STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.223, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.7m (8.9ft) Condition: Channel: Fair, Culverts: Serious, Operating Rating: 52.2 metric tons, Inventory Rating: 30.6 metric tons, Structural Evaluation: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.01m (0.03ft), Designated Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2007, Other Special Inspection Date: October 2007, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2000) Find on map >>
Structure Number: 4662, Location: 300' E'OF CURIOSITY LANE (Lat: 41.355000, Lng: -72.403333), Route carried "on" structure: City street , Year Built: 1968, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 1,000 (year 2006), Truck Traffic: 2%, Average Future Daily Traffic: 500 (year 2026), Features Intersected: FALLS RIVER, Facility Carried by Structure: DENNISON ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.2m (17.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 15.2m (49.9ft) Condition: Channel: Good, Culverts: Fair, Operating Rating: 52.2 metric tons, Inventory Rating: 30.6 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.01m (0.03ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: March 2006, Underwater Inspection Date: March 2006, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2000) Find on map >>
Structure Number: 4663, Location: .25 MI S BOOK HILL ROAD (Lat: 41.363333, Lng: -72.400000), Route carried "on" structure: City street , Year Built: 1954, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 2,280 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 1,140 (year 2026), Design Load: H 20, Features Intersected: FALLS RIVER, Facility Carried by Structure: RIVER ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.241, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.5m (34.4ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 53.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 0.01m (0.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 4664, Location: 50' NORTH OF BROOKSIDE LA (Lat: 41.355278, Lng: -72.408333), Route carried "on" structure: City street , Year Built: 1964, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 750 (year 2006), Truck Traffic: 2%, Average Future Daily Traffic: 375 (year 2026), Features Intersected: FALLS RIVER, Facility Carried by Structure: DENNISON ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.306, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.5m (18.0ft) Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 89.1 metric tons, Inventory Rating: 89.1 metric tons, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.01m (0.03ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: Febuary 2006, Underwater Inspection Date: Febuary 2006, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2000) Find on map >>
Structure Number: 4869, Location: .81MI NORTH OF ROUTE 9 NB (Lat: 41.350050, Lng: -72.418333), Route carried "on" structure: State highway 154, Year Built: 1982, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 6,800 (year 2004), Truck Traffic: 3%, Average Future Daily Traffic: 3,400 (year 2026), Design Load: HS 20, Features Intersected: FALLS RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.311, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.4m (57.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.0m, Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.2m (36.7ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 63.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.01m (0.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2006, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2000), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: 5288, Location: 300'W OF JCT WITH MAIN ST (Lat: 41.341667, Lng: -72.450000), Route carried "on" structure: City street , Year Built: 1983, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 57 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 29 (year 2026), Design Load: HS 20, Features Intersected: BROOK, Facility Carried by Structure: CHENEY STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 72.0 metric tons, Inventory Rating: 46.8 metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.01m (0.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2000), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 5289, Location: 50' E OF JCT OF CHENEY ST (Lat: 41.348333, Lng: -72.451667), Route carried "on" structure: City street , Year Built: 1983, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 2,964 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 1,482 (year 2026), Design Load: HS 20, Features Intersected: BROOK, Facility Carried by Structure: MAIN ST. #2 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.193, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 74.7 metric tons, Inventory Rating: 45.9 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.01m (0.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2000), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 5296, Location: 100' W OF COMSTOCK AVE (Lat: 41.341667, Lng: -72.435000), Route carried "on" structure: State highway 602, Year Built: 1983, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 5,500 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 2,750 (year 2026), Design Load: HS 20, Features Intersected: FALLS RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.899, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.0m (13.1ft), Curb or Sidewalk Widths: Left: 2.9m (9.5ft), Right: 2.3m (7.5ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 15.2m (49.9ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 66.6 metric tons, Inventory Rating: 42.3 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.01m (0.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2000), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 3341, Location: 3.69 MI NORTH OF JCT I-95 (Lat: 41.350000, Lng: -72.403333), Route carried "under" structure: State highway 153, Year Built: 1966, Structure Length: 4.24m (13.91ft), Average Daily Traffic: 7,900 (year 2004), Truck Traffic: 5%, Features Intersected: ROUTE 153, Facility Carried by Structure: ROUTE 9 SOUTHBOUND Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 8.399, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 41.1m (134.8ft) Find on map >>
Structure Number: 3342, Location: 3.7 MI N OF JCT OF I-95 (Lat: 41.350000, Lng: -72.403333), Route carried "under" structure: State highway 153, Year Built: 1966, Structure Length: 11.83m (38.81ft), Average Daily Traffic: 7,900 (year 2004), Truck Traffic: 6%, Features Intersected: ROUTE 153 & ROUTE 154, Facility Carried by Structure: ROUTE 9 NORTHBOUND Minimum Vertical Clearance: 4.78m (15.68ft), Kilometerpoint: 8.431, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 45.4m (149.0ft) Find on map >>
Structure Number: 3342, Location: 3.7 MI N OF JCT OF I-95 (Lat: 41.350000, Lng: -72.403333), Route carried "under" structure: State highway 154, Year Built: 1966, Structure Length: 11.83m (38.81ft), Average Daily Traffic: 6,900 (year 2004), Truck Traffic: 6%, Features Intersected: ROUTE 153 & ROUTE 154, Facility Carried by Structure: ROUTE 9 NORTHBOUND Minimum Vertical Clearance: 5.56m (18.24ft), Kilometerpoint: 17.924, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 45.4m (149.0ft) Find on map >>
Structure Number: 3343, Location: 3.76 MILES N OF JCT I-95 (Lat: 41.351667, Lng: -72.403333), Route carried "under" structure: State highway 154, Year Built: 1966, Structure Length: 4.82m (15.81ft), Average Daily Traffic: 6,900 (year 2004), Truck Traffic: 6%, Features Intersected: ROUTE 154(MIDDLESEX TPK), Facility Carried by Structure: ROUTE 9 SOUTHBOUND Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 17.973, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 45.1m (148.0ft) Find on map >>
Structure Number: 3415, Location: .14 MI N OF SB EXIT RT154 (Lat: 41.360000, Lng: -72.423333), Route carried "under" structure: State highway 154, Year Built: 1967, Structure Length: 13.47m (44.19ft), Average Daily Traffic: 7,100 (year 2003), Truck Traffic: 6%, Features Intersected: RT 154&VALLEY RR&WARD BK, Facility Carried by Structure: ROUTE 9 SOUTHBOUND Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 20.241, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.4m (103.0ft) Find on map >>
Structure Number: 3416, Location: 1MILE NORTH JNCT 602&154 (Lat: 41.361667, Lng: -72.423333), Route carried "under" structure: State highway 154, Year Built: 1967, Structure Length: 12.98m (42.59ft), Average Daily Traffic: 7,100 (year 2003), Truck Traffic: 6%, Features Intersected: RT 154,VALLEY RR,WARD BK, Facility Carried by Structure: ROUTE 9 NORTHBOUND Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 20.322, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.2m (99.1ft) Find on map >>
Structure Number: 3417, Location: .25 MI NORTH OF ROUTE 154 (Lat: 41.355000, Lng: -72.406667), Route carried "under" structure: State highway 9, Year Built: 1967, Structure Length: 6.68m (21.92ft), Average Daily Traffic: 31,400 (year 2004), Truck Traffic: 7%, Features Intersected: ROUTE 9, Facility Carried by Structure: DENNISON ROAD Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 6.887, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.9m (107.9ft) Discuss this city on our hugely popular Connecticut forum Back to: Essex, CT, Connecticut, All US cities.
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