 |
 |
Bridge Statistics for Stockbridge, Massachusetts (MA) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Stockbridge, MA, Massachusetts, Massachusetts forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 18 Total length: 80 meters (262ft) Total costs: $9,946,000 Total average daily traffic: 174,446 Total average daily truck traffic: 13,281 National Bridge Inventory (NBI) Registered Bridges for Stockbridge
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: S2600109UMHDNBI, Location: 1.7 MI N OF GT BAR TL (Lat: 42.278889, Lng: -73.314167), Route carried "on" structure: US 7, Year Built: 1956, Status: Open, Structure Length: 3.24m (10.63ft), Average Daily Traffic: 12,600 (year 2005), Truck Traffic: 10%, Average Future Daily Traffic: 19,899 (year 2028), Design Load: H 20, Features Intersected: WATER HOUSATONIC RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.628, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.5m (44.3ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 16.5m (54.1ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.30m (10.83ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: June 2007, Underwater Inspection Date: July 2006, Bridge Improvement Cost: $972,000, Roadway Improvement Cost: $98,000, Total Project Cost: $1,459,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: S2600202LMUNNBI, Location: .7 MI W OF RTE 7 (Lat: 42.283333, Lng: -73.326111), Route carried "on" structure: City street , Year Built: 1928, Year Reconstructed: 1985, Status: Posted for load, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 1,100 (year 1997), Truck Traffic: 6%, Average Future Daily Traffic: 1,737 (year 2027), Features Intersected: WATER HOUSATONIC RIVER, Facility Carried by Structure: HWY GLENDALE MDL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.625, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.2m (95.8ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.4m (27.6ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 26.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 10.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 3.30m (10.83ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2006, Critical Feature Inspection Date: June 2006, Bridge Improvement Cost: $495,000, Roadway Improvement Cost: $50,000, Total Project Cost: $743,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: S2600402MMUNNBI, Location: 1.5 M W OF RTE 7 (Lat: 42.283056, Lng: -73.342500), Route carried "on" structure: City street , Year Built: 1978, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 1,100 (year 1997), Truck Traffic: 6%, Average Future Daily Traffic: 1,737 (year 2027), Design Load: H 20, Features Intersected: WATER HOUSATONIC RIVER, Facility Carried by Structure: HWY GLENDALE MDL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.414, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 17.5m (57.4ft), Curb or Sidewalk Widths: Left: 2.5m (8.2ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.9m (42.3ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.3 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.80m (12.47ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: June 2006, Underwater Inspection Date: September 2006, Bridge Improvement Cost: $876,000, Roadway Improvement Cost: $88,000, Total Project Cost: $1,315,000 ( Estimate for 2006), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: S260050E9MHD634, Location: 0.5 MI E OF RT 183 (Lat: 42.283889, Lng: -73.334167), Route carried "on" structure: State highway , Year Built: 1957, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 600 (year 2008), Truck Traffic: 5%, Average Future Daily Traffic: 948 (year 2029), Design Load: H 20, Features Intersected: RR HRR, Facility Carried by Structure: HWY GLENDALE MDL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.0m (36.1ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 61.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.40m (7.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Bridge Improvement Cost: $443,000, Roadway Improvement Cost: $45,000, Total Project Cost: $665,000 ( Estimate for 2006), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: S260060E8MHD634, Location: 1.5 MI N OF GT BAR TL (Lat: 42.277778, Lng: -73.316111), Route carried "on" structure: US 7, Year Built: 1909, Year Reconstructed: 1956, Status: Posted for load, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 10,500 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 16,583 (year 2029), Design Load: H 20, Features Intersected: RR HRR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.404, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 16.2m (53.1ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 28.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 11.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 3.40m (11.15ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Bridge Improvement Cost: $984,000, Roadway Improvement Cost: $99,000, Total Project Cost: $1,477,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: S260124H4MTANBI, Location: 2 MI S. LAKE MAHKEENAC (Lat: 42.304172, Lng: -73.335192), Route carried "on" structure: Interstate 95, Year Built: 1957, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 17,241 (year 1997), Truck Traffic: 12%, Average Future Daily Traffic: 27,229 (year 2028), Design Load: HS 20, Features Intersected: WATER LARRYWAUG BROOK, Facility Carried by Structure: I 90 EB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.513, Lanes on structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft) Condition: Channel: Very good, Culverts: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 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: 0.90m (2.95ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Bridge Improvement Cost: $390,000, Roadway Improvement Cost: $40,000, Total Project Cost: $586,000 ( Estimate for 2006) Find on map >>
Structure Number: S260134H6MTANBI, Location: 1 MI W. DWTN STOCKBRG A7 (Lat: 42.304133, Lng: -73.334258), Route carried "on" structure: Interstate 90, Year Built: 1957, Year Reconstructed: 1993, Status: Open, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 17,241 (year 1997), Truck Traffic: 7%, Average Future Daily Traffic: 27,229 (year 2027), Design Load: HS 20, Features Intersected: ST183 INTERLAKEN RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.835, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Toll Authority, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.30m (10.83ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Bridge Improvement Cost: $81,000, Roadway Improvement Cost: $9,000, Total Project Cost: $122,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: S260134H7MTANBI, Location: 1 MI W. DWTN STOCKBRG A7 (Lat: 42.305258, Lng: -73.334167), Route carried "on" structure: Interstate 90, Year Built: 1957, Year Reconstructed: 1993, Status: Open, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 17,241 (year 1997), Truck Traffic: 7%, Average Future Daily Traffic: 27,229 (year 2027), Design Load: HS 20, Features Intersected: ST183 INTERLAKEN RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.835, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.30m (10.83ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Bridge Improvement Cost: $81,000, Roadway Improvement Cost: $9,000, Total Project Cost: $122,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: S260144H3MTANBI, Location: 1 MI N.DWTN STOCKBRG A8 (Lat: 42.300775, Lng: -73.316878), Route carried "on" structure: Interstate 90, Year Built: 1957, Year Reconstructed: 1995, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 300 (year 1997), Truck Traffic: 5%, Average Future Daily Traffic: 474 (year 2027), Design Load: HS 20, Features Intersected: I 90, Facility Carried by Structure: HWY PRSPCT HL RD Minimum Vertical Clearance: 0.00m, Kilometerpoint: 10.203, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.1m (39.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.90m (16.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Bridge Improvement Cost: $399,000, Roadway Improvement Cost: $40,000, Total Project Cost: $599,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: S260154H1MTANBI, Location: 1 MI N. DWTN STOCKBRG A9 (Lat: 42.297339, Lng: -73.294694), Route carried "on" structure: Interstate 90, Year Built: 1957, Year Reconstructed: 1993, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 17,241 (year 1997), Truck Traffic: 10%, Average Future Daily Traffic: 27,229 (year 2027), Design Load: HS 20, Features Intersected: US 7 EAST ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.070, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.90m (16.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Bridge Improvement Cost: $120,000, Roadway Improvement Cost: $13,000, Total Project Cost: $181,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: S260154H2MTANBI, Location: 1 MI N.DWTN STOCKBRG A9 (Lat: 42.297531, Lng: -73.294675), Route carried "on" structure: Interstate 90, Year Built: 1957, Year Reconstructed: 1993, Status: Open, Structure Length: 4.82m (15.81ft), Average Daily Traffic: 17,241 (year 1997), Truck Traffic: 10%, Average Future Daily Traffic: 27,229 (year 2027), Design Load: HS 20, Features Intersected: US 7 EAST ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.070, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 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: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.90m (16.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Bridge Improvement Cost: $120,000, Roadway Improvement Cost: $13,000, Total Project Cost: $181,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: S260164H5MTANBI, Location: 2 MI S. LAKE MAHKEENAC (Lat: 42.305342, Lng: -73.334936), Route carried "on" structure: Interstate 95, Year Built: 1957, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 17,241 (year 1997), Truck Traffic: 12%, Average Future Daily Traffic: 27,229 (year 2028), Design Load: H 20, Features Intersected: WATER LARRYWAUG BROOK, Facility Carried by Structure: I 90 WB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.513, Lanes on structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft) Condition: Channel: Good, Culverts: Very good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.90m (2.95ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Bridge Improvement Cost: $390,000, Roadway Improvement Cost: $40,000, Total Project Cost: $586,000 ( Estimate for 2006) Find on map >>
Structure Number: S2602009TMHDNBI, Location: 1.3 MI N OF GT BAR TL (Lat: 42.275556, Lng: -73.319167), Route carried "on" structure: US 7, Year Built: 1955, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 10,500 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 16,583 (year 2029), Design Load: H 20, Features Intersected: WATER KONKAPOT BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.131, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.8m (48.6ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 44.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 30.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.80m (2.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Bridge Improvement Cost: $212,000, Roadway Improvement Cost: $22,000, Total Project Cost: $319,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: S260214H8MTANBI, Location: 2 MI W.DWTN STOCKBRG A20A (Lat: 42.307014, Lng: -73.351669), Route carried "on" structure: Interstate 90, Year Built: 1957, Year Reconstructed: 1995, Status: Open, Structure Length: 10.27m (33.69ft), Average Daily Traffic: 3,900 (year 1997), Truck Traffic: 7%, Average Future Daily Traffic: 6,159 (year 2027), Design Load: H 20, Features Intersected: I 90, Facility Carried by Structure: ST102 W STCKBRG RD Minimum Vertical Clearance: 4.74m (15.55ft), Kilometerpoint: 7.242, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Toll Authority, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 28.7m (94.2ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 13.1m (43.0ft) Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.30m (33.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Bridge Improvement Cost: $1,060,000, Roadway Improvement Cost: $107,000, Total Project Cost: $1,591,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy Find on map >>
Structure Number: S260144H3MTANBI, Location: AT MILE 6.34 (Lat: 42.300000, Lng: -73.316667), Route carried "under" structure: Interstate 90, Year Built: 1957, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 7,600 (year 0 ), Features Intersected: I 90 WB, Facility Carried by Structure: HWY PRSPCT HL RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.203, Lanes on structure: 2, Lanes under structure: 2, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.5m (50.9ft) Find on map >>
Structure Number: S260144H3MTANBI, Location: AT MILE 6.34 (Lat: 42.300000, Lng: -73.316667), Route carried "under" structure: Interstate 90, Year Built: 1957, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 7,600 (year 0 ), Features Intersected: I 90 EB, Facility Carried by Structure: HWY PRSPCT HL RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.203, Lanes on structure: 2, Lanes under structure: 2, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.5m (50.9ft) Find on map >>
Structure Number: S260214H8MTANBI, Location: AT MILE 4.5 (Lat: 42.300000, Lng: -73.350000), Route carried "under" structure: Interstate 90, Year Built: 1957, Structure Length: 10.18m (33.40ft), Average Daily Traffic: 7,600 (year 0 ), Features Intersected: I 90 WB, Facility Carried by Structure: ST102 W STKBRG RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.242, Lanes on structure: 2, Lanes under structure: 2, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.7m (94.2ft) Find on map >>
Structure Number: S260214H8MTANBI, Location: AT MILE 4.5 (Lat: 42.300000, Lng: -73.350000), Route carried "under" structure: Interstate 90, Year Built: 1957, Structure Length: 10.18m (33.40ft), Average Daily Traffic: 7,600 (year 0 ), Features Intersected: I 90 EB, Facility Carried by Structure: ST102 W STKBRG RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.242, Lanes on structure: 2, Lanes under structure: 2, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.7m (94.2ft) Discuss this city on our hugely popular Massachusetts forum Back to: Stockbridge, MA, Massachusetts, All US cities.
|
 |
