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Bridge Statistics for Salem, New Hampshire (NH) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Salem, NH, New Hampshire, New Hampshire forum, All US cities. National Bridge Inventory (NBI) Statistics
Number of bridges: 41
Total length: 149 meters (489ft) Total costs: $92,500,000 Total average daily traffic: 782,646 Total average daily truck traffic: 53,195 National Bridge Inventory (NBI) Registered Bridges for Salem
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Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >> Show street view
Structure Number: 228005800074, Location: 0.7 M WEST I-93 SB (Lat: 42.772719, Lng: -71.256047), Route carried "on" structure: City street , Year Built: 2009, Status: Open, Structure Length: 0.38m (1.25ft), Average Daily Traffic: 17,000 (year 2008), Truck Traffic: 5%, Average Future Daily Traffic: 25,160 (year 2032), Features Intersected: PORCUPINE BROOK, Facility Carried by Structure: PELHAM ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 3.2m (10.5ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Satisfactory, Operating Rating: 68.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.38m (1.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 11, Bridge Improvement Cost: $2,000,000, Roadway Improvement Cost: $200,000, Total Project Cost: $2,500,000 ( Estimate for 2012), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 228005800089, Location: .4 MI S WINDHAM TL (Lat: 42.783344, Lng: -71.255419), Route carried "on" structure: Other road , Year Built: 1961, Status: Open, Structure Length: 6.31m (20.70ft), Average Daily Traffic: 940 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 1,391 (year 2032), Design Load: H 20, Features Intersected: I-93, Facility Carried by Structure: BROOKDALE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.223, Lanes on structure: 1, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.7m (38.4ft) Condition: Deck: Poor, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 25.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, 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: 6.31m (20.70ft), Designated Inspection Frequency: Every 8 months, Inspection Date: November 11, Bridge Improvement Cost: $2,000,000, Roadway Improvement Cost: $200,000, Total Project Cost: $2,500,000 ( Estimate for 2012), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 228006800078, Location: 1.1 MI N OF JCT RT 38 (Lat: 42.777283, Lng: -71.245031), Route carried "on" structure: Interstate 93, Year Built: 1961, Status: Temporarily open, Structure Length: 3.87m (12.70ft), Average Daily Traffic: 42,000 (year 2010), Truck Traffic: 9%, Average Future Daily Traffic: 62,160 (year 2032), Design Load: HS 20+Mod, Features Intersected: NH 97(PELHAM ROAD) Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 4.812, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.4m (57.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 14.6m (47.9ft) Condition: Deck: Serious, Superstructure: Satisfactory, Substructure: Poor, Operating Rating: 22.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 13.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, 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: 3.87m (12.70ft), Designated Inspection Frequency: Every 8 months, Inspection Date: November 11, Bridge Improvement Cost: $2,000,000, Roadway Improvement Cost: $200,000, Total Project Cost: $2,500,000 ( Estimate for 2012), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 228007000079, Location: 1.1 MI N OF JCT RT 38 (Lat: 42.777531, Lng: -71.244633), Route carried "on" structure: Interstate 93, Year Built: 1961, Status: Temporarily open, Structure Length: 4.08m (13.39ft), Average Daily Traffic: 42,000 (year 2010), Truck Traffic: 9%, Average Future Daily Traffic: 62,160 (year 2032), Design Load: HS 20+Mod, Features Intersected: NH 97(PELHAM ROAD) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.812, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 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 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: 13.4m (44.0ft) Condition: Deck: Serious, Superstructure: Satisfactory, Substructure: Poor, Operating Rating: 25.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, 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: 4.08m (13.39ft), Designated Inspection Frequency: Every 8 months, Inspection Date: November 11, Bridge Improvement Cost: $2,000,000, Roadway Improvement Cost: $200,000, Total Project Cost: $2,500,000 ( Estimate for 2012), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 22800710007, Location: 2.47 MI FROM MASS S.L. (Lat: 42.773778, Lng: -71.242819), Route carried "on" structure: Interstate 93, Year Built: 1961, Status: Open, Structure Length: 0.37m (1.21ft), Average Daily Traffic: 42,000 (year 2010), Truck Traffic: 9%, Average Future Daily Traffic: 62,160 (year 2032), Design Load: HS 20+Mod, Features Intersected: PORCUPINE BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.975, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 3.7m (12.1ft), Out-to-Out Width: 11.6m (38.1ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 88.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.37m (1.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 11, Bridge Improvement Cost: $2,000,000, Roadway Improvement Cost: $200,000, Total Project Cost: $2,500,000 ( Estimate for 2012) Find on map >> Show street view
Structure Number: 228007300063, Location: 2.0 MI N. OF MASS SL (Lat: 42.765433, Lng: -71.237983), Route carried "on" structure: Interstate 93, Year Built: 1961, Status: Temporarily open, Structure Length: 4.24m (13.91ft), Average Daily Traffic: 42,000 (year 2010), Truck Traffic: 9%, Average Future Daily Traffic: 62,160 (year 2032), Design Load: HS 20+Mod, Features Intersected: NH 38 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.396, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, 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: 19.2m (63.0ft), 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: 13.4m (44.0ft) Condition: Deck: Serious, Superstructure: Poor, Substructure: Satisfactory, Operating Rating: 25.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.24m (13.91ft), Designated Inspection Frequency: Every 8 months, Inspection Date: November 11, Bridge Improvement Cost: $2,000,000, Roadway Improvement Cost: $200,000, Total Project Cost: $2,500,000 ( Estimate for 2012), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 228007600065, Location: 2.12MI MASS S.L. (Lat: 42.766261, Lng: -71.237075), Route carried "on" structure: Interstate 93, Year Built: 1961, Status: Open, Structure Length: 0.37m (1.21ft), Average Daily Traffic: 42,000 (year 2010), Truck Traffic: 9%, Average Future Daily Traffic: 62,160 (year 2032), Design Load: HS 20+Mod, Features Intersected: PORCUPINE BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.412, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 3.7m (12.1ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.37m (1.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 11, Bridge Improvement Cost: $2,000,000, Roadway Improvement Cost: $200,000, Total Project Cost: $2,500,000 ( Estimate for 2012) Find on map >> Show street view
Structure Number: 228007700063, Location: 2.0MI N OF MASS SL. (Lat: 42.765439, Lng: -71.236511), Route carried "on" structure: Interstate 93, Year Built: 1961, Status: Temporarily open, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 42,000 (year 2010), Truck Traffic: 9%, Average Future Daily Traffic: 62,160 (year 2032), Design Load: HS 20+Mod, Features Intersected: NH 38 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.315, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, 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: 19.5m (64.0ft), 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: 13.4m (44.0ft) Condition: Deck: Serious, Superstructure: Fair, Substructure: Poor, Operating Rating: 25.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, 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: 4.33m (14.21ft), Designated Inspection Frequency: Every 8 months, Inspection Date: November 11, Bridge Improvement Cost: $2,000,000, Roadway Improvement Cost: $200,000, Total Project Cost: $2,500,000 ( Estimate for 2012), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 228007800063, Location: 0.1 MI E JCT I-93 (Lat: 42.765506, Lng: -71.235328), Route carried "on" structure: State highway 38, Year Built: 1978, Status: Open, Structure Length: 0.49m (1.61ft), Average Daily Traffic: 8,400 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 12,432 (year 2032), Design Load: HS 20+Mod, Features Intersected: PORCUPINE BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.768, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 17.2m (56.4ft), Out-to-Out Width: 18.0m (59.1ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.49m (1.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 11, Bridge Improvement Cost: $2,000,000, Roadway Improvement Cost: $200,000, Total Project Cost: $2,500,000 ( Estimate for 2012), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 228008200061, Location: 0.25MI S. OF JCT RT 38 (Lat: 42.763333, Lng: -71.231481), Route carried "on" structure: Ramp Interstate 93, Year Built: 1960, Year Reconstructed: 2009, Status: Open, Structure Length: 4.48m (14.70ft), Average Daily Traffic: 27,000 (year 2010), Truck Traffic: 4%, Average Future Daily Traffic: 39,960 (year 2032), Design Load: HS 20+Mod, Features Intersected: SOUTH POLICY STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.191, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.0m (59.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.8m (45.3ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Operating Rating: 75.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.48m (14.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 11, Bridge Improvement Cost: $2,000,000, Roadway Improvement Cost: $200,000, Total Project Cost: $2,500,000 ( Estimate for 2012), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 228008300056, Location: 0.2 MI S OF JCT NH 38 (Lat: 42.760722, Lng: -71.233894), Route carried "on" structure: Ramp Interstate 93, Year Built: 2008, Status: Open, Structure Length: 5.27m (17.29ft), Average Daily Traffic: 3,300 (year 2005), Truck Traffic: 6%, Average Future Daily Traffic: 4,884 (year 2032), Design Load: HS 20+Mod, Features Intersected: I-93 SB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.837, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.4m (73.5ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 50.3m (165.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 23.0m (75.5ft), Out-to-Out Width: 24.7m (81.0ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 71.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.27m (17.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 10, Bridge Improvement Cost: $2,000,000, Roadway Improvement Cost: $200,000, Total Project Cost: $2,500,000 ( Estimate for 2012), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 228008300058, Location: .2 MI S OF JCT NH 38 (Lat: 42.761486, Lng: -71.233464), Route carried "on" structure: Ramp Interstate 93, Year Built: 2008, Status: Open, Structure Length: 4.66m (15.29ft), Average Daily Traffic: 3,300 (year 2005), Truck Traffic: 9%, Average Future Daily Traffic: 4,884 (year 2032), Design Load: HS 20+Mod, Features Intersected: I-93 NB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.832, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.4m (73.5ft), Skew: 32 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 43.9m (144.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 23.0m (75.5ft), Out-to-Out Width: 24.7m (81.0ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 75.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable 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: 4.66m (15.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 10, Bridge Improvement Cost: $2,000,000, Roadway Improvement Cost: $200,000, Total Project Cost: $2,500,000 ( Estimate for 2012), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 228008300061, Location: 0.25MI S. OF JCT RT 38 (Lat: 42.763261, Lng: -71.231369), Route carried "on" structure: Ramp State highway 93, Year Built: 1965, Year Reconstructed: 2009, Status: Open, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 3,300 (year 2003), Truck Traffic: 4%, Average Future Daily Traffic: 4,884 (year 2032), Design Load: HS 20+Mod, Features Intersected: SOUTH POLICY STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.885, Lanes on structure: 1, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.0m, Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 8.1m (26.6ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Operating Rating: 75.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.45m (14.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 11, Bridge Improvement Cost: $2,000,000, Roadway Improvement Cost: $200,000, Total Project Cost: $2,500,000 ( Estimate for 2012), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 228008300062, Location: 1.72MI MASS S.L. (Lat: 42.763603, Lng: -71.231786), Route carried "on" structure: State highway , Year Built: 2011, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 9,200 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 13,616 (year 2032), Features Intersected: PORCUPINE BROOK, Facility Carried by Structure: SOUTH POLICY ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.768, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 5.5m (18.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.7m (38.4ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Satisfactory, Operating Rating: 63.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.61m (2.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 12, Bridge Improvement Cost: $2,000,000, Roadway Improvement Cost: $200,000, Total Project Cost: $2,500,000 ( Estimate for 2012), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 228008400061, Location: 0.25MI S. OF JCT RT 38 (Lat: 42.763156, Lng: -71.231328), Route carried "on" structure: Bypass Interstate 93, Year Built: 1961, Year Reconstructed: 2008, Status: Open, Structure Length: 4.60m (15.09ft), Average Daily Traffic: 16,500 (year 2010), Truck Traffic: 6%, Average Future Daily Traffic: 24,420 (year 2032), Design Load: HS 20+Mod, Features Intersected: SOUTH POLICY STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.885, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 1 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 or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 15.5m (50.9ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Operating Rating: 75.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.60m (15.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 11, Bridge Improvement Cost: $2,000,000, Roadway Improvement Cost: $200,000, Total Project Cost: $2,500,000 ( Estimate for 2012), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 228008600064, Location: .88MI JCT I-93 SB (Lat: 42.765447, Lng: -71.228367), Route carried "on" structure: Ramp Interstate 93, Year Built: 1960, Year Reconstructed: 1972, Status: Open, Structure Length: 0.52m (1.71ft), Average Daily Traffic: 13,500 (year 2010), Truck Traffic: 6%, Average Future Daily Traffic: 19,980 (year 2032), Design Load: HS 20+Mod, Features Intersected: PORCUPINE BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.416, Lanes on structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 21 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 4.6m (15.1ft), Out-to-Out Width: 21.0m (68.9ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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: 0.52m (1.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 11, Bridge Improvement Cost: $2,000,000, Roadway Improvement Cost: $200,000, Total Project Cost: $2,500,000 ( Estimate for 2012), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 228008700063, Location: ROCKINGHAM MALL (Lat: 42.766506, Lng: -71.226997), Route carried "on" structure: Ramp Other road 93, Year Built: 1991, Status: Open, Structure Length: 44.38m (145.60ft), Average Daily Traffic: 18,350 (year 2005), Truck Traffic: 4%, Average Future Daily Traffic: 27,158 (year 2032), Design Load: HS 25, Features Intersected: ROCKHAM BLVD,BK,PARKNLOT, Facility Carried by Structure: ROCKNHAM MALL ENTR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.836, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 13, Length of Maximum Span: 49.4m (162.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.8m (35.4ft) Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 44.38m (145.60ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 10, Critical Feature Inspection Date: Febuary 2008, Bridge Improvement Cost: $2,000,000, Roadway Improvement Cost: $200,000, Total Project Cost: $2,500,000 ( Estimate for 2012), 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 >> Show street view
Structure Number: 228008800053, Location: 1.2 MI N OF MASS SL (Lat: 42.756614, Lng: -71.227131), Route carried "on" structure: City street , Year Built: 2007, Status: Open, Structure Length: 13.20m (43.31ft), Average Daily Traffic: 5,900 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 8,732 (year 2032), Design Load: HS 20, Features Intersected: I-93, Facility Carried by Structure: CROSS STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 70.1m (230.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 11.6m (38.1ft) Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 62.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 13.20m (43.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 10, Bridge Improvement Cost: $2,000,000, Roadway Improvement Cost: $200,000, Total Project Cost: $2,500,000 ( Estimate for 2012), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 228009200068, Location: 1.36MI JCT I-93 SB (Lat: 42.768681, Lng: -71.221756), Route carried "on" structure: Ramp Interstate 93, Year Built: 1960, Year Reconstructed: 1972, Status: Open, Structure Length: 0.37m (1.21ft), Average Daily Traffic: 27,000 (year 2010), Truck Traffic: 6%, Average Future Daily Traffic: 39,960 (year 2032), Design Load: HS 20+Mod, Features Intersected: POLICY BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.189, Lanes on structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 32.3m (106.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 3.7m (12.1ft), Out-to-Out Width: 100.0m (328.1ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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: 0.37m (1.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 11, Bridge Improvement Cost: $2,000,000, Roadway Improvement Cost: $200,000, Total Project Cost: $2,500,000 ( Estimate for 2012) Find on map >> Show street view
Structure Number: 228009300056, Location: 0.7MI. NH28 (Lat: 42.759983, Lng: -71.222872), Route carried "on" structure: Other road , Year Built: 1981, Status: Open, Structure Length: 0.58m (1.90ft), Average Daily Traffic: 5,300 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 7,844 (year 2032), Design Load: HS 20+Mod, Features Intersected: POLICY BROOK, Facility Carried by Structure: KELLEY ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 4.9m (16.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.58m (1.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 11, Bridge Improvement Cost: $2,000,000, Roadway Improvement Cost: $200,000, Total Project Cost: $2,500,000 ( Estimate for 2012), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 22800940006, Location: 0.2 MI FROM KELLEY ROAD (Lat: 42.762344, Lng: -71.222642), Route carried "on" structure: Other road , Year Built: 2009, Status: Open, Structure Length: 0.37m (1.21ft), Average Daily Traffic: 13,000 (year 2009), Truck Traffic: 4%, Average Future Daily Traffic: 19,240 (year 2032), Features Intersected: POLICY BROOK, Facility Carried by Structure: CLUFFS CROSSING Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.257, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.6m (28.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 1.9m (6.2ft) Condition: Channel: Good, Culverts: Excellent, Operating Rating: 76.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.37m (1.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 10, Bridge Improvement Cost: $2,000,000, Roadway Improvement Cost: $200,000, Total Project Cost: $2,500,000 ( Estimate for 2012) Find on map >> Show street view
Structure Number: 228009400119, Location: 2.3 MI FROM MASS. SL (Lat: 42.805286, Lng: -71.218422), Route carried "on" structure: Other road , Year Built: 1965, Status: Open, Structure Length: 0.34m (1.12ft), Average Daily Traffic: 2,200 (year 2010), Truck Traffic: 3%, Average Future Daily Traffic: 3,256 (year 2032), Design Load: H 20, Features Intersected: HITTYTITY BROOK, Facility Carried by Structure: BLUFF STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.462, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 3.4m (11.2ft) Condition: Channel: Satisfactory, Culverts: Poor, Operating Rating: 17.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 13.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.34m (1.12ft), Designated Inspection Frequency: Every 16 months, Inspection Date: October 11, Bridge Improvement Cost: $2,000,000, Roadway Improvement Cost: $200,000, Total Project Cost: $2,500,000 ( Estimate for 2012) Find on map >> Show street view
Structure Number: 228009500052, Location: REST AREA EXIT ROAD (Lat: 42.754089, Lng: -71.221017), Route carried "on" structure: Interstate 93, Year Built: 1967, Status: Open, Structure Length: 0.81m (2.66ft), Average Daily Traffic: 1,800 (year 2000), Truck Traffic: 9%, Average Future Daily Traffic: 2,664 (year 2032), Design Load: HS 20+Mod, Features Intersected: POLICY BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.500, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.5m (11.5ft) Condition: Channel: Good, Culverts: Fair, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.81m (2.66ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 11, Bridge Improvement Cost: $2,000,000, Roadway Improvement Cost: $200,000, Total Project Cost: $2,500,000 ( Estimate for 2012) Find on map >> Show street view
Structure Number: 228009700181, Location: COWBELL CORNER (Lat: 42.849192, Lng: -71.214892), Route carried "on" structure: Other road , Year Built: 2008, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 3,000 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 4,440 (year 2032), Design Load: HS 25, Features Intersected: SPICKET RIVER, Facility Carried by Structure: HAVERHILL ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.61m (2.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 11, Bridge Improvement Cost: $2,000,000, Roadway Improvement Cost: $200,000, Total Project Cost: $2,500,000 ( Estimate for 2012), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 228009800049, Location: REST AREA ENTRANCE ROAD (Lat: 42.753656, Lng: -71.220072), Route carried "on" structure: Interstate 93, Year Built: 1967, Status: Open, Structure Length: 0.81m (2.66ft), Average Daily Traffic: 1,800 (year 2000), Truck Traffic: 9%, Average Future Daily Traffic: 2,664 (year 2032), Design Load: HS 20+Mod, Features Intersected: POLICY BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.400, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.5m (11.5ft) Condition: Channel: Good, Culverts: Poor, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.81m (2.66ft), Designated Inspection Frequency: Every 8 months, Inspection Date: November 11, Bridge Improvement Cost: $2,000,000, Roadway Improvement Cost: $200,000, Total Project Cost: $2,500,000 ( Estimate for 2012) Find on map >> Show street view
Structure Number: 228010900049, Location: 1.1MI N. OF MASS SL (Lat: 42.754456, Lng: -71.208264), Route carried "on" structure: State highway 28, Year Built: 1900, Year Reconstructed: 1986, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 20,000 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 29,600 (year 2032), Design Load: HS 20+Mod, Features Intersected: SPICKET RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.754, Lanes on structure: 6, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 22.6m (74.1ft), Out-to-Out Width: 26.8m (87.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 25.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 11, Bridge Improvement Cost: $2,000,000, Roadway Improvement Cost: $200,000, Total Project Cost: $2,500,000 ( Estimate for 2012), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 228011000107, Location: .5 MI SOUTH OF RD.#448 (Lat: 42.796636, Lng: -71.204800), Route carried "on" structure: City street , Year Built: 1968, Status: Open, Structure Length: 0.37m (1.21ft), Average Daily Traffic: 1,000 (year 2010), Truck Traffic: 3%, Average Future Daily Traffic: 1,480 (year 2032), Features Intersected: WIDOW HARRIS BROOK, Facility Carried by Structure: LOU AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 3.7m (12.1ft) Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 17.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 13.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.37m (1.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 11, Bridge Improvement Cost: $2,000,000, Roadway Improvement Cost: $200,000, Total Project Cost: $2,500,000 ( Estimate for 2012) Find on map >> Show street view
Structure Number: 22801130007, Location: 1.08 MI FR MASS SL (Lat: 42.769028, Lng: -71.202656), Route carried "on" structure: Other road , Year Built: 1935, Year Reconstructed: 1955, Status: Open, Structure Length: 2.18m (7.15ft), Average Daily Traffic: 7,100 (year 2004), Truck Traffic: 3%, Average Future Daily Traffic: 10,508 (year 2032), Features Intersected: SPICKET RIVER, Facility Carried by Structure: LAWRENCE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.209, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.0m (68.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 10.2m (33.5ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Inventory Rating: 73.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.18m (7.15ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 11, Bridge Improvement Cost: $2,000,000, Roadway Improvement Cost: $200,000, Total Project Cost: $2,500,000 ( Estimate for 2012), 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 >> Show street view
Structure Number: 228011300134, Location: 1.6 MI FROM NH 97 (Lat: 42.815128, Lng: -71.199600), Route carried "on" structure: Other road , Year Built: 1900, Year Reconstructed: 1963, Status: Open, Structure Length: 0.43m (1.41ft), Average Daily Traffic: 5,900 (year 2009), Truck Traffic: 3%, Average Future Daily Traffic: 8,732 (year 2032), Features Intersected: SPICKET RIVER, Facility Carried by Structure: NORTH MAIN STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.607, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 4.3m (14.1ft) Condition: Channel: Fair, Culverts: Fair, Operating Rating: 19.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.43m (1.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 11, Bridge Improvement Cost: $2,000,000, Roadway Improvement Cost: $200,000, Total Project Cost: $2,500,000 ( Estimate for 2012) Find on map >> Show street view
Structure Number: 228011400108, Location: 0.14 MI FR ATKINSON TL (Lat: 42.796061, Lng: -71.199053), Route carried "on" structure: Other road , Year Built: 1935, Status: Open, Structure Length: 0.50m (1.64ft), Average Daily Traffic: 240 (year 2010), Truck Traffic: 4%, Average Future Daily Traffic: 355 (year 2032), Features Intersected: WIDOW HARRIS BROOK, Facility Carried by Structure: EMERSON WAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.193, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.4m (24.3ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 4.4m (14.4ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.3m (27.2ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Satisfactory, Operating Rating: 66.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, 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: 0.50m (1.64ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 11, Bridge Improvement Cost: $2,000,000, Roadway Improvement Cost: $200,000, Total Project Cost: $2,500,000 ( Estimate for 2012), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 228011500097, Location: 1.0MI MASS SL (Lat: 42.787950, Lng: -71.199839), Route carried "on" structure: State highway , Year Built: 1900, Year Reconstructed: 1959, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 5,700 (year 2008), Truck Traffic: 3%, Average Future Daily Traffic: 8,436 (year 2032), Features Intersected: SPICKET RIVER, Facility Carried by Structure: BRIDGE STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.113, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.8m (35.4ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 12.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 9.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.88m (2.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 11, Bridge Improvement Cost: $2,000,000, Roadway Improvement Cost: $200,000, Total Project Cost: $2,500,000 ( Estimate for 2012), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 228011500115, Location: .5 MI.NORTH OF RD.#40 (Lat: 42.799525, Lng: -71.199103), Route carried "on" structure: City street , Year Built: 2010, Status: Open, Structure Length: 0.53m (1.74ft), Average Daily Traffic: 5,800 (year 2007), Truck Traffic: 3%, Average Future Daily Traffic: 8,584 (year 2032), Features Intersected: WIDOW HARRIS BROOK, Facility Carried by Structure: NORTH MAIN STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Masonry, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 4.7m (15.4ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 1.5m (4.9ft) Condition: Channel: Satisfactory, Culverts: Excellent, Inventory Rating: 57.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.53m (1.74ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 11, Bridge Improvement Cost: $2,000,000, Roadway Improvement Cost: $200,000, Total Project Cost: $2,500,000 ( Estimate for 2012) Find on map >> Show street view
Structure Number: 228011600116, Location: 500 FEET FROM TOWN FARM R (Lat: 42.802028, Lng: -71.197539), Route carried "on" structure: City street , Year Built: 1960, Status: Temporarily open, Structure Length: 0.71m (2.33ft), Average Daily Traffic: 2,200 (year 2010), Truck Traffic: 4%, Average Future Daily Traffic: 3,256 (year 2032), Features Intersected: WIDOW HARRIS BROOK, Facility Carried by Structure: BLUFF STREET EXT Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.5m (4.9ft) Condition: Channel: Satisfactory, Culverts: Failed, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.71m (2.33ft), Designated Inspection Frequency: Every 16 months, Inspection Date: October 11, Bridge Improvement Cost: $2,000,000, Roadway Improvement Cost: $200,000, Total Project Cost: $2,500,000 ( Estimate for 2012) Find on map >> Show street view
Structure Number: 228011800104, Location: .5MI W MASS SL (Lat: 42.792850, Lng: -71.196639), Route carried "on" structure: State highway 97, Year Built: 1958, Year Reconstructed: 1994, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 11,000 (year 2008), Truck Traffic: 5%, Average Future Daily Traffic: 16,280 (year 2032), Design Load: HS 25, Features Intersected: SPICKET RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.154, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.5m (54.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.5m (47.6ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.77m (5.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 11, Bridge Improvement Cost: $2,000,000, Roadway Improvement Cost: $200,000, Total Project Cost: $2,500,000 ( Estimate for 2012), 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 >> Show street view
Structure Number: 228011800116, Location: 1.10 MI FROM MASS. SL (Lat: 42.801925, Lng: -71.195386), Route carried "on" structure: Other road , Year Built: 1960, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 3,400 (year 2010), Truck Traffic: 3%, Average Future Daily Traffic: 5,032 (year 2032), Features Intersected: SPICKET RIVER, Facility Carried by Structure: TOWN FARM ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.474, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.5m (24.6ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 12.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 9.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 11, Bridge Improvement Cost: $2,000,000, Roadway Improvement Cost: $200,000, Total Project Cost: $2,500,000 ( Estimate for 2012), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 228012000155, Location: 0.2 ATKINSON TL (Lat: 42.830583, Lng: -71.190825), Route carried "on" structure: Other road , Year Built: 1969, Status: Open, Structure Length: 0.40m (1.31ft), Average Daily Traffic: 1,500 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 2,220 (year 2032), Design Load: H 20, Features Intersected: PROVIDENCE HILL BROOK, Facility Carried by Structure: PROVIDENCE HILL RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.129, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 4.0m (13.1ft) Condition: Channel: Satisfactory, Culverts: Poor, Operating Rating: 22.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.40m (1.31ft), Designated Inspection Frequency: Every 16 months, Inspection Date: October 11, Bridge Improvement Cost: $2,000,000, Roadway Improvement Cost: $200,000, Total Project Cost: $2,500,000 ( Estimate for 2012) Find on map >> Show street view
Structure Number: 22801220016, Location: 1.3 MI. ATKINSON TL (Lat: 42.832792, Lng: -71.189611), Route carried "on" structure: Other road , Year Built: 1971, Status: Open, Structure Length: 0.34m (1.12ft), Average Daily Traffic: 3,500 (year 2010), Truck Traffic: 4%, Average Future Daily Traffic: 5,180 (year 2032), Features Intersected: PROVIDENCE HILL BROOK, Facility Carried by Structure: SHANNON ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.635, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 3.4m (11.2ft) Condition: Channel: Satisfactory, Culverts: Poor, Inventory Rating: 54.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.34m (1.12ft), Designated Inspection Frequency: Every 16 months, Inspection Date: August 11, Bridge Improvement Cost: $2,000,000, Roadway Improvement Cost: $200,000, Total Project Cost: $2,500,000 ( Estimate for 2012) Find on map >> Show street view
Structure Number: 228005800089, Location: .4 MI S WINDHAM TL (Lat: 42.783344, Lng: -71.255419), Route carried "under" structure: Interstate 93, Year Built: 1961, Structure Length: 6.31m (20.70ft), Average Daily Traffic: 87,000 (year 2003), Truck Traffic: 9%, Features Intersected: I-93, Facility Carried by Structure: BROOKDALE ROAD Minimum Vertical Clearance: 0.50m (1.64ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.5m (100.1ft) Find on map >> Show street view
Structure Number: 228008300056, Location: 0.2 MI S OF JCT NH 38 (Lat: 42.760722, Lng: -71.233894), Route carried "under" structure: Interstate 93, Year Built: 2008, Structure Length: 5.27m (17.29ft), Average Daily Traffic: 43,500 (year 2003), Truck Traffic: 9%, Features Intersected: I-93 SB Minimum Vertical Clearance: 5.57m (18.27ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 50.3m (165.0ft) Find on map >> Show street view
Structure Number: 228008300058, Location: .2 MI S OF JCT NH 38 (Lat: 42.761486, Lng: -71.233464), Route carried "under" structure: Interstate 93, Year Built: 2008, Structure Length: 4.66m (15.29ft), Average Daily Traffic: 43,500 (year 2003), Truck Traffic: 6%, Features Intersected: I-93 NB Minimum Vertical Clearance: 5.12m (16.80ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 43.9m (144.0ft) Find on map >> Show street view
Structure Number: 228008800053, Location: 1.2 MI N OF MASS SL (Lat: 42.756614, Lng: -71.227131), Route carried "under" structure: Interstate 93, Year Built: 2007, Structure Length: 13.20m (43.31ft), Average Daily Traffic: 108,516 (year 2007), Truck Traffic: 4%, Features Intersected: I-93, Facility Carried by Structure: CROSS STREET Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 8, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 70.1m (230.0ft)
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