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Bridge Statistics for Cromwell, Connecticut (CT) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Cromwell, CT, Connecticut, Connecticut forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 51 Total length: 282 meters (925ft) Total costs: $58,000 Total average daily traffic: 1,379,990 Total average daily truck traffic: 135,460 National Bridge Inventory (NBI) Registered Bridges for Cromwell
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 3079, Location: I-91 OVER ROUTE 372 (Lat: 41.603333, Lng: -72.705000), Route carried "on" structure: Interstate 91, Year Built: 1965, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 51,650 (year 2004), Truck Traffic: 9%, Average Future Daily Traffic: 25,825 (year 2026), Design Load: HS 20, Features Intersected: ROUTE 372 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.400, Lanes on structure: 3, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 20.0m (65.6ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Inventory Rating: 58.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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, Length Of Structure Improvement: 0.01m (0.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 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: 308, Location: 1.55 MI SOUTH OF ROUTE 9 (Lat: 41.603333, Lng: -72.703333), Route carried "on" structure: Interstate 91, Year Built: 1965, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 51,650 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 25,825 (year 2026), Design Load: HS 20, Features Intersected: ROUTE 372 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.400, Lanes on structure: 4, Lanes under structure: 5, 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: 1, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 20.0m (65.6ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Inventory Rating: 58.8 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: Equal to present desirable criteria, Length Of Structure Improvement: 0.01m (0.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 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 Find on map >>
Structure Number: 3081, Location: .57 MI NORTH OF ROUTE 372 (Lat: 41.611667, Lng: -72.698333), Route carried "on" structure: Interstate 91, Year Built: 1965, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 56,150 (year 2004), Truck Traffic: 9%, Average Future Daily Traffic: 28,075 (year 2026), Design Load: H 20, Features Intersected: NORTH ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.317, Lanes on structure: 3, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.9m (55.4ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 73.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, 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: 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: 3082, Location: 0.68 MI NORTH OF RTE 372 (Lat: 41.611667, Lng: -72.698333), Route carried "on" structure: Interstate 91, Year Built: 1965, Year Reconstructed: 1986, Status: Open, Structure Length: 4.48m (14.70ft), Average Daily Traffic: 56,150 (year 2004), Truck Traffic: 9%, Average Future Daily Traffic: 28,075 (year 2026), Design Load: HS 20, Features Intersected: NORTH ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.333, Lanes on structure: 3, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.9m (55.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 67.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, 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: 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: Built-up Find on map >>
Structure Number: 3145, Location: .69 MI SO OF RTE 9 O-PASS (Lat: 41.615000, Lng: -72.696667), Route carried "on" structure: Interstate 91, Year Built: 1965, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 56,150 (year 2004), Truck Traffic: 9%, Average Future Daily Traffic: 28,075 (year 2026), Design Load: H 20, Features Intersected: EVERGREEN ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.783, Lanes on structure: 3, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.9m (55.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, 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: March 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: 3146, Location: .69 MI SO OF RTE 9 O-PASS (Lat: 41.615000, Lng: -72.696667), Route carried "on" structure: Interstate 91, Year Built: 1965, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 56,150 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 28,075 (year 2026), Design Load: HS 20, Features Intersected: EVERGREEN ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.799, Lanes on structure: 3, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.6m (54.5ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 60.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, 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: March 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: 3148, Location: 1.55 MI N MIDDLETOWN TL (Lat: 41.623333, Lng: -72.693333), Route carried "on" structure: Interstate 91, Year Built: 1965, Status: Open, Structure Length: 7.22m (23.69ft), Average Daily Traffic: 48,450 (year 2005), Truck Traffic: 14%, Average Future Daily Traffic: 24,225 (year 2026), Design Load: HS 20, Features Intersected: ROUTE 9 SB & I-91 TR 818 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.781, Lanes on structure: 4, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.3m (106.0ft), Curb-To-Curb Width: 19.4m (63.6ft), Out-to-Out Width: 20.6m (67.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 75.6 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: Somewhat better than minimum adequacy, 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, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2006, Critical Feature Inspection Date: October 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: 3149, Location: 1.22MI SOUTH ROCKYHILL TL (Lat: 41.623794, Lng: -72.690378), Route carried "on" structure: State highway 9, Year Built: 1965, Year Reconstructed: 1989, Status: Open, Structure Length: 5.21m (17.09ft), Average Daily Traffic: 18,300 (year 2004), Truck Traffic: 6%, Average Future Daily Traffic: 9,150 (year 2026), Design Load: HS 20, Features Intersected: INTERSTATE-91 NORTHBOUND Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.176, Lanes on structure: 3, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 17.3m (56.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 56.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.01m (0.03ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2006, Critical Feature Inspection Date: October 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, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 315, Location: APROX 2 MI.N MIDDLETOWNTL (Lat: 41.626667, Lng: -72.693333), Route carried "on" structure: Interstate 91, Year Built: 1965, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 52,700 (year 2003), Truck Traffic: 14%, Average Future Daily Traffic: 26,350 (year 2026), Design Load: HS 20, Features Intersected: ROUTE 9 NORTHBOUND Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.071, Lanes on structure: 3, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.9m (55.4ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 55.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.3 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: 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: 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: 3151, Location: 2 MI N. MIDDLETOWN TL (Lat: 41.625000, Lng: -72.688333), Route carried "on" structure: Ramp Interstate 91, Year Built: 1965, Year Reconstructed: 1993, Status: Open, Structure Length: 7.80m (25.59ft), Average Daily Traffic: 2,500 (year 1997), Truck Traffic: 14%, Average Future Daily Traffic: 1,250 (year 2026), Design Load: HS 20, Features Intersected: I-91 NORTHBOUND Minimum Vertical Clearance: 5.56m (18.24ft), Kilometerpoint: 44.135, Lanes on structure: 2, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.0m (118.1ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.3m (43.6ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 54.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.01m (0.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 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, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 3152, Location: OVER RAMP I-91 TO RT 9 NB (Lat: 41.625000, Lng: -72.693333), Route carried "on" structure: State highway 9, Year Built: 1965, Year Reconstructed: 1988, Status: Open, Structure Length: 4.82m (15.81ft), Average Daily Traffic: 18,050 (year 2005), Truck Traffic: 7%, Average Future Daily Traffic: 9,025 (year 2026), Design Load: HS 20, Features Intersected: INTERSTATE-91 TR 818 Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 47.562, Lanes on structure: 2, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 15.6m (51.2ft), Out-to-Out Width: 16.9m (55.4ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 62.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.9 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: 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: October 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: 3156, Location: .23 MI SO OF JCT I-91 SB (Lat: 41.625000, Lng: -72.688333), Route carried "on" structure: State highway 9, Year Built: 1965, Status: Open, Structure Length: 9.30m (30.51ft), Average Daily Traffic: 18,050 (year 2006), Truck Traffic: 7%, Average Future Daily Traffic: 9,025 (year 2026), Design Load: HS 20, Features Intersected: I-91 825 & I-91 NB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.112, Lanes on structure: 3, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 35.4m (116.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.5m (47.6ft) Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 60.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.0 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, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.01m (0.03ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: July 2007, Other Special Inspection Date: July 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, Membrane: Preformed Fabric Find on map >>
Structure Number: 3517, Location: AT END OF RT 99 (Lat: 41.585000, Lng: -72.648333), Route carried "on" structure: State highway 9, Year Built: 1967, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 32,600 (year 2004), Truck Traffic: 6%, Average Future Daily Traffic: 16,300 (year 2026), Design Load: HS 20, Features Intersected: RTE 9 RAMP 043 & SR 901 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.030, 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: 19.8m (65.0ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 17.2m (56.4ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 60.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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, 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: Built-up Find on map >>
Structure Number: 3518, Location: END RT 99 AT RT 9 (Lat: 41.585000, Lng: -72.648333), Route carried "on" structure: State highway 9, Year Built: 1968, Status: Open, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 32,600 (year 2004), Truck Traffic: 6%, Average Future Daily Traffic: 16,300 (year 2026), Design Load: HS 20, Features Intersected: RTE 9 RAMP 043 & SR 901 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.046, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.9m (55.4ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 61.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, 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: Built-up Find on map >>
Structure Number: 3519, Location: .2 MI NORTH OF RT 99 (Lat: 41.586667, Lng: -72.648333), Route carried "on" structure: State highway 9, Year Built: 1967, Status: Open, Structure Length: 7.13m (23.39ft), Average Daily Traffic: 31,150 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 15,575 (year 2026), Design Load: HS 20, Features Intersected: P&W RAILROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.400, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 6 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 17.1m (56.1ft) Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 83.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.5 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable 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: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 352, Location: NEXT TO SEWAGE TREAT PLNT (Lat: 41.588333, Lng: -72.648333), Route carried "on" structure: State highway 9, Year Built: 1967, Status: Open, Structure Length: 6.28m (20.60ft), Average Daily Traffic: 31,150 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 15,575 (year 2026), Design Load: HS 20, Features Intersected: P&W RAILROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.416, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 6 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.0m (68.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.9m (55.4ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 86.4 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: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable 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: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 3521, Location: 1.1 MI NO. OF RT 99 (Lat: 41.591667, Lng: -72.661667), Route carried "on" structure: State highway 9, Year Built: 1968, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 62,300 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 31,150 (year 2026), Design Load: HS 20, Features Intersected: GAME AREA ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.622, Lanes on structure: 4, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 50.0m (164.0ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft) Condition: Culverts: Good, Operating Rating: 52.2 metric tons, Inventory Rating: 30.6 metric tons, Structural Evaluation: Better than present minimum criteria, Underclear: High priority of corrective action, 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) Find on map >>
Structure Number: 3522, Location: .31 MI FROM JCT ROUTE 372 (Lat: 41.603333, Lng: -72.673333), Route carried "on" structure: State highway 372, Year Built: 1967, Status: Open, Structure Length: 8.20m (26.90ft), Average Daily Traffic: 19,400 (year 2002), Truck Traffic: 5%, Average Future Daily Traffic: 9,700 (year 2026), Design Load: HS 20, Features Intersected: ROUTE 9 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.287, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.0m (82.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 15.8m (51.8ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Inventory Rating: 60.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, 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: July 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: 3523, Location: 2.44 MI SOUTH OF OP I-91 (Lat: 41.606667, Lng: -72.676667), Route carried "on" structure: State highway 3, Year Built: 1967, Status: Open, Structure Length: 15.85m (52.00ft), Average Daily Traffic: 10,400 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 5,200 (year 2026), Design Load: HS 20, Features Intersected: ROUTE 9 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.873, Lanes on structure: 3, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 44.8m (147.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 15.7m (51.5ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 62.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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, Length Of Structure Improvement: 0.01m (0.03ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: April 2007, Other Special Inspection Date: April 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, Membrane: Built-up Find on map >>
Structure Number: 3524, Location: 1.1 MI S OF JCT ROUTE I91 (Lat: 41.611667, Lng: -72.676667), Route carried "on" structure: City street , Year Built: 1967, Status: Open, Structure Length: 12.37m (40.58ft), Average Daily Traffic: 1,700 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 850 (year 2026), Design Load: HS 20, Features Intersected: ROUTE 9, Facility Carried by Structure: EVERGREEN ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.933, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 33.2m (108.9ft), 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, Operating Rating: 55.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.3 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable 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: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: 3525, Location: 0.91 MI N OF UP RTE 3 (Lat: 41.620000, Lng: -72.683333), Route carried "on" structure: City street , Year Built: 1968, Status: Open, Structure Length: 3.32m (10.89ft), Average Daily Traffic: 2,250 (year 2006), Truck Traffic: 2%, Average Future Daily Traffic: 1,125 (year 2026), Design Load: HS 20, Features Intersected: Rt9SB Ramp from I-91NB, Facility Carried by Structure: COLES ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.1m (102.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.9m (45.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 88.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.01m (0.03ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: August 2007, Other Special Inspection Date: August 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, Membrane: Built-up Find on map >>
Structure Number: 3526, Location: .42 MI SOUTH JCT RTE I91 (Lat: 41.620000, Lng: -72.681667), Route carried "on" structure: City street , Year Built: 1968, Status: Open, Structure Length: 3.32m (10.89ft), Average Daily Traffic: 2,250 (year 2007), Truck Traffic: 2%, Average Future Daily Traffic: 1,125 (year 2026), Design Load: HS 20, Features Intersected: ROUTE 9 NORTHBOUND, Facility Carried by Structure: COLES ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.0m (105.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.9m (45.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 88.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.9 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: August 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, Membrane: Built-up Find on map >>
Structure Number: 5006, Location: 0.2 MILE SOUTH OF RT 372 (Lat: 41.610000, Lng: -72.708333), Route carried "on" structure: City street , Year Built: 1983, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 9,100 (year 2006), Truck Traffic: 7%, Average Future Daily Traffic: 4,550 (year 2026), Design Load: HS 20, Features Intersected: SEBETHE RIVER, Facility Carried by Structure: INDUSTRIAL PARK RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 4, Owner: Town or Township Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 35.4m (116.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.0m, Curb-To-Curb Width: 16.4m (53.8ft), Out-to-Out Width: 19.1m (62.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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, Length Of Structure Improvement: 0.01m (0.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 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: 5631, Location: OVERPASS ROUTE 9 SB (Lat: 41.618333, Lng: -72.701667), Route carried "on" structure: City street , Year Built: 1988, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 1,500 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 750 (year 2026), Design Load: HS 20, Features Intersected: ROUTE 9 SOUTHBOUND, Facility Carried by Structure: NORTH ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 2, Lanes under structure: 2, Owner: State 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: 36.6m (120.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.7m (5.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.0m (39.4ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 88.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, 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: 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: Built-up, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 5632, Location: OVERPASS ROUTE 9 NB (Lat: 41.618333, Lng: -72.700000), Route carried "on" structure: City street , Year Built: 1988, Status: Open, Structure Length: 4.69m (15.39ft), Average Daily Traffic: 1,500 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 750 (year 2026), Design Load: HS 20, Features Intersected: ROUTE 9 NB & RAMP, Facility Carried by Structure: NORTH ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.237, Lanes on structure: 2, Lanes under structure: 3, 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: 45.7m (149.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.7m (5.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.8m (38.7ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Inventory Rating: 59.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: 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: 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, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 5797, Location: 1.5 MI SOUTH OF ROUTE 72 (Lat: 41.620000, Lng: -72.715000), Route carried "on" structure: State highway 9, Year Built: 1988, Status: Open, Structure Length: 4.48m (14.70ft), Average Daily Traffic: 29,750 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 14,875 (year 2026), Design Load: HS 20+Mod, Features Intersected: SEBETHE RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 49.364, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 42.7m (140.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 69.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 5798, Location: 1.5 MI SOUTH OF ROUTE 72 (Lat: 41.625000, Lng: -72.715000), Route carried "on" structure: State highway 9, Year Built: 1988, Status: Open, Structure Length: 4.54m (14.90ft), Average Daily Traffic: 29,750 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 14,875 (year 2026), Design Load: HS 20+Mod, Features Intersected: SEBETHE RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 49.380, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 43.3m (142.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 67.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 5807, Location: 2MI N0RTH OF MIDDLETOWNTL (Lat: 41.621589, Lng: -72.692747), Route carried "on" structure: Ramp Interstate 91, Year Built: 1988, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 5,000 (year 1993), Truck Traffic: 9%, Average Future Daily Traffic: 2,500 (year 2026), Design Load: HS 20, Features Intersected: INTERSTATE-91 NORTHBOUND Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.654, Lanes on structure: 1, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 50.0m (164.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 11.0m (36.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Inventory Rating: 85.9 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: 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: October 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: 5939, Location: 200 FEET WEST OF COLES RD (Lat: 41.613333, Lng: -72.696667), Route carried "on" structure: City street , Year Built: 1980, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 125 (year 2006), Truck Traffic: 2%, Average Future Daily Traffic: 63 (year 2026), Features Intersected: COLES BROOK, Facility Carried by Structure: NORTH ROAD EXT Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.434, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.8m (32.2ft) Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 52.2 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, 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, 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: 3079, Location: I-91 OVER ROUTE 372 (Lat: 41.603333, Lng: -72.705000), Route carried "under" structure: State highway 372, Year Built: 1965, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 25,800 (year 2004), Truck Traffic: 10%, Features Intersected: ROUTE 372, Facility Carried by Structure: INTERSTATE-91 SB Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 1.868, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.8m (78.1ft) Find on map >>
Structure Number: 308, Location: 1.55 MI SOUTH OF ROUTE 9 (Lat: 41.603333, Lng: -72.703333), Route carried "under" structure: State highway 372, Year Built: 1965, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 25,800 (year 2004), Truck Traffic: 8%, Features Intersected: ROUTE 372, Facility Carried by Structure: INTERSTATE-91 NB Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 18.745, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.8m (78.1ft) Find on map >>
Structure Number: 3148, Location: 1.55 MI N MIDDLETOWN TL (Lat: 41.623333, Lng: -72.693333), Route carried "under" structure: State highway 9, Year Built: 1965, Structure Length: 7.22m (23.69ft), Average Daily Traffic: 19,200 (year 2003), Truck Traffic: 10%, Features Intersected: ROUTE 9 SB & I-91 TR 818 Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 47.594, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.3m (106.0ft) Find on map >>
Structure Number: 3148, Location: 1.55 MI N MIDDLETOWN TL (Lat: 41.623333, Lng: -72.693333), Route carried "under" structure: Ramp Interstate 91, Year Built: 1965, Structure Length: 7.22m (23.69ft), Features Intersected: ROUTE 9 SB & I-91 TR 818 Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 47.594, Lanes on structure: 4, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.3m (106.0ft) Find on map >>
Structure Number: 3149, Location: 1.22MI SOUTH ROCKYHILL TL (Lat: 41.623794, Lng: -72.690378), Route carried "under" structure: Interstate 91, Year Built: 1965, Structure Length: 5.21m (17.09ft), Average Daily Traffic: 52,265 (year 2004), Truck Traffic: 25%, Features Intersected: INTERSTATE-91 NORTHBOUND, Facility Carried by Structure: ROUTE 9 SOUTHBOUND Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 43.894, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.2m (76.1ft) Find on map >>
Structure Number: 315, Location: APROX 2 MI.N MIDDLETOWNTL (Lat: 41.626667, Lng: -72.693333), Route carried "under" structure: State highway 9, Year Built: 1965, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 19,200 (year 2003), Truck Traffic: 8%, Features Intersected: ROUTE 9 NORTHBOUND Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 47.482, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.0m (59.1ft) Find on map >>
Structure Number: 3151, Location: 2 MI N. MIDDLETOWN TL (Lat: 41.625000, Lng: -72.688333), Route carried "under" structure: Interstate 91, Year Built: 1965, Structure Length: 7.80m (25.59ft), Average Daily Traffic: 52,650 (year 2004), Truck Traffic: 14%, Features Intersected: I-91 NORTHBOUND Minimum Vertical Clearance: 5.56m (18.24ft), Kilometerpoint: 44.135, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.0m (118.1ft) Find on map >>
Structure Number: 3152, Location: OVER RAMP I-91 TO RT 9 NB (Lat: 41.625000, Lng: -72.693333), Route carried "under" structure: Ramp Interstate 91, Year Built: 1965, Structure Length: 4.82m (15.81ft), Truck Traffic: 5%, Features Intersected: INTERSTATE-91 TR 818, Facility Carried by Structure: ROUTE 9 SOUTHBOUND Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 43.781, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.7m (58.1ft) Find on map >>
Structure Number: 3156, Location: .23 MI SO OF JCT I-91 SB (Lat: 41.625000, Lng: -72.688333), Route carried "under" structure: Ramp Interstate 91, Year Built: 1965, Structure Length: 9.30m (30.51ft), Average Daily Traffic: 8,000 (year 2006), Truck Traffic: 14%, Features Intersected: I-91 825 & I-91 NB Minimum Vertical Clearance: 5.54m (18.18ft), Kilometerpoint: 47.176, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.4m (116.1ft) Find on map >>
Structure Number: 3517, Location: AT END OF RT 99 (Lat: 41.585000, Lng: -72.648333), Route carried "under" structure: Ramp State highway 901, Year Built: 1967, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 100 (year 2005), Truck Traffic: 4%, Features Intersected: RTE 9 RAMP 043 & SR 901, Facility Carried by Structure: ROUTE 9 SOUTHBOUND Minimum Vertical Clearance: 4.29m (14.07ft), Kilometerpoint: 0.008, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.8m (65.0ft) Find on map >>
Structure Number: 3517, Location: AT END OF RT 99 (Lat: 41.585000, Lng: -72.648333), Route carried "under" structure: Ramp State highway 9, Year Built: 1967, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 100 (year 1993), Truck Traffic: 6%, Features Intersected: RTE 9 RAMP 043 & SR 901 Minimum Vertical Clearance: 4.34m (14.24ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.8m (65.0ft) Find on map >>
Structure Number: 3518, Location: END RT 99 AT RT 9 (Lat: 41.585000, Lng: -72.648333), Route carried "under" structure: Ramp State highway 901, Year Built: 1968, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 100 (year 2003), Truck Traffic: 4%, Features Intersected: RTE 9 RAMP 043 & SR 901, Facility Carried by Structure: ROUTE 9 NORTHBOUND Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 0.113, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.5m (64.0ft) Find on map >>
Structure Number: 3518, Location: END RT 99 AT RT 9 (Lat: 41.585000, Lng: -72.648333), Route carried "under" structure: Ramp State highway 9, Year Built: 1968, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 4,100 (year 1991), Truck Traffic: 5%, Features Intersected: RTE 9 RAMP 043 & SR 901 Minimum Vertical Clearance: 4.85m (15.91ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.5m (64.0ft) Find on map >>
Structure Number: 3522, Location: .31 MI FROM JCT ROUTE 372 (Lat: 41.603333, Lng: -72.673333), Route carried "under" structure: State highway 9, Year Built: 1967, Structure Length: 8.20m (26.90ft), Average Daily Traffic: 48,200 (year 2002), Truck Traffic: 7%, Features Intersected: ROUTE 9, Facility Carried by Structure: ROUTE 372 Minimum Vertical Clearance: 5.46m (17.91ft), Kilometerpoint: 44.424, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.0m (82.0ft) Find on map >>
Structure Number: 3523, Location: 2.44 MI SOUTH OF OP I-91 (Lat: 41.606667, Lng: -72.676667), Route carried "under" structure: State highway 9, Year Built: 1967, Structure Length: 15.85m (52.00ft), Average Daily Traffic: 68,300 (year 2006), Truck Traffic: 8%, Features Intersected: ROUTE 9, Facility Carried by Structure: ROUTE 3 Minimum Vertical Clearance: 5.38m (17.65ft), Kilometerpoint: 44.955, Lanes on structure: 3, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 44.8m (147.0ft) Find on map >>
Structure Number: 3524, Location: 1.1 MI S OF JCT ROUTE I91 (Lat: 41.611667, Lng: -72.676667), Route carried "under" structure: State highway 9, Year Built: 1967, Structure Length: 12.37m (40.58ft), Average Daily Traffic: 71,200 (year 2003), Truck Traffic: 8%, Features Intersected: ROUTE 9, Facility Carried by Structure: EVERGREEN ROAD Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 45.342, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.2m (108.9ft) Find on map >>
Structure Number: 3525, Location: 0.91 MI N OF UP RTE 3 (Lat: 41.620000, Lng: -72.683333), Route carried "under" structure: State highway 9, Year Built: 1968, Structure Length: 3.32m (10.89ft), Average Daily Traffic: 34,150 (year 2006), Truck Traffic: 10%, Features Intersected: Rt9SB Ramp from I-91NB, Facility Carried by Structure: COLES ROAD Minimum Vertical Clearance: 5.54m (18.18ft), Kilometerpoint: 46.436, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.1m (102.0ft) Find on map >>
Structure Number: 3525, Location: 0.91 MI N OF UP RTE 3 (Lat: 41.620000, Lng: -72.683333), Route carried "under" structure: Ramp Interstate 91, Year Built: 1968, Structure Length: 3.32m (10.89ft), Average Daily Traffic: 4,100 (year 0 ), Truck Traffic: 6%, Features Intersected: Rt9SB Ramp from I-91NB, Facility Carried by Structure: COLES ROAD Minimum Vertical Clearance: 5.54m (18.18ft), Kilometerpoint: 46.436, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.1m (102.0ft) Find on map >>
Structure Number: 3526, Location: .42 MI SOUTH JCT RTE I91 (Lat: 41.620000, Lng: -72.681667), Route carried "under" structure: State highway 9, Year Built: 1968, Structure Length: 3.32m (10.89ft), Average Daily Traffic: 34,150 (year 2006), Truck Traffic: 10%, Features Intersected: ROUTE 9 NORTHBOUND, Facility Carried by Structure: COLES ROAD Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 46.452, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.0m (105.0ft) Find on map >>
Structure Number: 5631, Location: OVERPASS ROUTE 9 SB (Lat: 41.618333, Lng: -72.701667), Route carried "under" structure: State highway 9, Year Built: 1988, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 25,000 (year 2003), Truck Traffic: 10%, Features Intersected: ROUTE 9 SOUTHBOUND, Facility Carried by Structure: NORTH ROAD Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 48.173, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.6m (120.1ft) Find on map >>
Structure Number: 5632, Location: OVERPASS ROUTE 9 NB (Lat: 41.618333, Lng: -72.700000), Route carried "under" structure: State highway 9, Year Built: 1988, Structure Length: 4.69m (15.39ft), Average Daily Traffic: 50,000 (year 2003), Truck Traffic: 10%, Features Intersected: ROUTE 9 NB & RAMP, Facility Carried by Structure: NORTH ROAD Minimum Vertical Clearance: 5.61m (18.41ft), Kilometerpoint: 48.173, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 45.7m (149.9ft) Find on map >>
Structure Number: 5807, Location: 2MI N0RTH OF MIDDLETOWNTL (Lat: 41.621589, Lng: -72.692747), Route carried "under" structure: Interstate 91, Year Built: 1988, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 49,100 (year 2004), Truck Traffic: 20%, Features Intersected: INTERSTATE-91 NORTHBOUND Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 43.636, Lanes on structure: 1, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 50.0m (164.0ft) Discuss this city on our hugely popular Connecticut forum Back to: Cromwell, CT, Connecticut, All US cities.
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