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Bridge Statistics for Easthampton, Massachusetts (MA) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Easthampton, MA, Massachusetts, Massachusetts forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 19 Total length: 74 meters (243ft) Total costs: $25,691,000 Total average daily traffic: 287,612 Total average daily truck traffic: 14,399 Total future (year 2027) average daily traffic: 454,224 National Bridge Inventory (NBI) Registered Bridges for Easthampton
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: E050010LBMUNNBI, Location: .8 MI S OF RTE 10 (Lat: 42.279875, Lng: -72.654900), Route carried "on" structure: City street , Year Built: 1971, Status: Open, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 5,431 (year 2003), Truck Traffic: 8%, Average Future Daily Traffic: 8,577 (year 2028), Design Load: H 20, Features Intersected: WATER MANHAN RIVER, Facility Carried by Structure: HWY LOVEFIELD ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 5.5m (18.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.0m (49.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 29.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, 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: 4.40m (14.44ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Bridge Improvement Cost: $1,179,000, Roadway Improvement Cost: $118,000, Total Project Cost: $1,769,000 ( 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: E050020LCMUNNBI, Location: JUST W OF ADAMS ST (Lat: 42.268036, Lng: -72.667156), Route carried "on" structure: City street , Year Built: 1956, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 2,328 (year 2003), Truck Traffic: 4%, Average Future Daily Traffic: 3,677 (year 2028), Design Load: H 20, Features Intersected: WATER LOWER MILL POND, Facility Carried by Structure: HWY LIBERTY ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 56.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 42.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: January 2007, Underwater Inspection Date: May 2005, Bridge Improvement Cost: $307,000, Roadway Improvement Cost: $31,000, Total Project Cost: $461,000 ( Estimate for 2006), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: E050030L9MUNNBI, Location: JUST W OF ADAMS ST (Lat: 42.265539, Lng: -72.668961), Route carried "on" structure: State highway 141, Year Built: 1957, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 12,700 (year 2000), Truck Traffic: 4%, Average Future Daily Traffic: 20,057 (year 2028), Design Load: H 20, Features Intersected: WATER NASHAWANNUCK POND Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.386, Lanes on structure: 2, Base Highway Network: Yes, Owner: Town or Township Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 12.9m (42.3ft), Out-to-Out Width: 17.1m (56.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 40.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 36.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than 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: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $28,000, Roadway Improvement Cost: $3,000, Total Project Cost: $43,000 ( Estimate for 2006), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: E05004AKFMHDNBI, Location: .1 M N JCT EAST ST. (Lat: 42.288317, Lng: -72.618417), Route carried "on" structure: US 5, Year Built: 2004, Status: Open, Structure Length: 7.70m (25.26ft), Average Daily Traffic: 9,200 (year 2000), Truck Traffic: 10%, Average Future Daily Traffic: 14,530 (year 2027), Design Load: HS 20, Features Intersected: WATER MANHAN RIV OXBOW Minimum Vertical Clearance: 0.00m, Kilometerpoint: 33.377, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 35.8m (117.5ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 15.2m (49.9ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 87.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: October 2006, Underwater Inspection Date: December 2006, 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: E050050LAMUNNBI, Location: .7 MI W OF RTE 10 (Lat: 42.266631, Lng: -72.692022), Route carried "on" structure: City street , Year Built: 1938, Status: Posted for load, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 6,000 (year 1997), Truck Traffic: 3%, Average Future Daily Traffic: 9,476 (year 2028), Design Load: H 15, Features Intersected: WATER MANHAN RIVER, Facility Carried by Structure: HWY GLENDALE ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 23.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 11.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 3.40m (11.15ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $510,000, Roadway Improvement Cost: $52,000, Total Project Cost: $766,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: E050060V0MHDNBI, Location: 1.3 M S EASTHAMPTON T.L. (Lat: 42.273753, Lng: -72.673503), Route carried "on" structure: State highway 10, Year Built: 1951, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 22,440 (year 2004), Truck Traffic: 3%, Average Future Daily Traffic: 35,439 (year 2027), Design Load: H 20, Features Intersected: WATER MANHAN RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.853, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.5m (86.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.7m (41.7ft) Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 54.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.00m (9.84ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2006, Critical Feature Inspection Date: August 2006, Other Special Inspection Date: August 2007, Bridge Improvement Cost: $681,000, Roadway Improvement Cost: $69,000, Total Project Cost: $1,022,000 ( 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: E050070LFMUNNBI, Location: JUST E OF WESTHAMPTON (Lat: 42.283467, Lng: -72.736189), Route carried "on" structure: City street , Year Built: 1992, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 258 (year 2000), Truck Traffic: 6%, Average Future Daily Traffic: 407 (year 2027), Design Load: HS 20, Features Intersected: WATER N BR MANHAN RIVER, Facility Carried by Structure: HWY LOUDVILLE RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.377, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.4m (40.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 35.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Bridge Improvement Cost: $93,000, Roadway Improvement Cost: $10,000, Total Project Cost: $140,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: E05008140MHD634, Location: .5 M S JCT ST 10 (Lat: 42.262319, Lng: -72.677489), Route carried "on" structure: City street , Year Built: 1940, Status: Open, Structure Length: 1.23m (4.04ft), Average Daily Traffic: 5,948 (year 2003), Truck Traffic: 6%, Average Future Daily Traffic: 9,394 (year 2028), Features Intersected: OTHER MANHAN RT, Facility Carried by Structure: HWY PARK ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.5m (24.6ft), Skew: 5 degrees, 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: 1.5m (4.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 9.6m (31.5ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 38.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 17.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $223,000, Roadway Improvement Cost: $23,000, Total Project Cost: $335,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: E050100L8MUNNBI, Location: AT SOUTHAMPTON LINE (Lat: 42.276569, Lng: -72.716739), Route carried "on" structure: City street , Year Built: 1940, Status: Posted for load, Structure Length: 2.78m (9.12ft), Average Daily Traffic: 7,050 (year 2005), Truck Traffic: 6%, Average Future Daily Traffic: 11,134 (year 2028), Design Load: H 15, Features Intersected: WATER N BR MANHAN RIVER, Facility Carried by Structure: HWY TORREY ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.8m (22.3ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 27.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 11.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 2.80m (9.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $340,000, Roadway Improvement Cost: $35,000, Total Project Cost: $511,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: E050110PRMUNNBI, Location: 1MI NW OF RT10 @SHMTN LIN (Lat: 42.266797, Lng: -72.697625), Route carried "on" structure: City street , Year Built: 1964, Status: Posted for load, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 2,457 (year 2002), Truck Traffic: 6%, Average Future Daily Traffic: 3,880 (year 2027), Design Load: H 20, Features Intersected: WATER N BR MANHAN RIVER, Facility Carried by Structure: HWY PMROY MEADOW Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.5m (34.4ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 35.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 14.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.40m (7.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Bridge Improvement Cost: $450,000, Roadway Improvement Cost: $46,000, Total Project Cost: $676,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: E050140LEMUNNBI, Location: .1 MI E OF PLEASANT ST (Lat: 42.275894, Lng: -72.655303), Route carried "on" structure: City street , Year Built: 1880, Year Reconstructed: 1984, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 5,690 (year 2001), Truck Traffic: 4%, Average Future Daily Traffic: 8,986 (year 2028), Design Load: H 20, Features Intersected: WATER LOWER MILL POND, Facility Carried by Structure: HWY FERRY ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.225, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.0m (36.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 70.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Bridge Improvement Cost: $210,000, Roadway Improvement Cost: $22,000, Total Project Cost: $316,000 ( Estimate for 2006), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: E050150PQMUNNBI, Location: 0.4 MI N OF EAST STREET (Lat: 42.283183, Lng: -72.641011), Route carried "on" structure: City street , Year Built: 1964, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 517 (year 2002), Truck Traffic: 6%, Average Future Daily Traffic: 816 (year 2027), Design Load: H 20, Features Intersected: WATER MANHAN RIVER, Facility Carried by Structure: HWY FORT HILL RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.612, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 10.0m (32.8ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 43.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.8 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.20m (10.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Bridge Improvement Cost: $572,000, Roadway Improvement Cost: $58,000, Total Project Cost: $859,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: E050190LDMUNNBI, Location: .4 M SW OF RTE 141 (Lat: 42.243661, Lng: -72.658450), Route carried "on" structure: City street , Year Built: 1956, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 1,293 (year 2001), Truck Traffic: 6%, Average Future Daily Traffic: 2,042 (year 2028), Design Load: H 20, Features Intersected: WATER BROAD BROOK, Facility Carried by Structure: HWY HENDRICK ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.237, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.8m (32.2ft) Condition: Deck: Poor, Superstructure: Poor, Substructure: Good, Channel: Satisfactory, Operating Rating: 41.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: Febuary 2007, Other Special Inspection Date: Febuary 2008, Bridge Improvement Cost: $228,000, Roadway Improvement Cost: $23,000, Total Project Cost: $343,000 ( Estimate for 2006), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: E050240X7MHDNBI, Location: .2 M N HOLYOKE C.L. (Lat: 42.285994, Lng: -72.620358), Route carried "on" structure: Interstate 91, Year Built: 1965, Status: Temporarily open, Structure Length: 8.66m (28.41ft), Average Daily Traffic: 25,300 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 39,956 (year 2027), Design Load: HS 20+Mod, Features Intersected: HWY EAST ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.956, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.8m (101.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 13.5m (44.3ft) Condition: Deck: Serious, Superstructure: Satisfactory, Substructure: Serious, Operating Rating: 52.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 26.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.70m (31.82ft), Designated Inspection Frequency: Every 6 months, Inspection Date: June 2006, Bridge Improvement Cost: $3,394,000, Roadway Improvement Cost: $340,000, Total Project Cost: $5,092,000 ( 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: E050240X8MHDNBI, Location: .2 M N HOLYOKE C.L. (Lat: 42.286019, Lng: -72.619958), Route carried "on" structure: Interstate 91, Year Built: 1965, Status: Temporarily open, Structure Length: 7.65m (25.10ft), Average Daily Traffic: 26,900 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 42,483 (year 2027), Design Load: HS 20+Mod, Features Intersected: HWY EAST ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.956, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.4m (103.0ft), 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: 13.5m (44.3ft) Condition: Deck: Serious, Superstructure: Fair, Substructure: Serious, Operating Rating: 52.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 26.4 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 replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.70m (28.54ft), Designated Inspection Frequency: Every 6 months, Inspection Date: June 2006, Bridge Improvement Cost: $3,044,000, Roadway Improvement Cost: $305,000, Total Project Cost: $4,567,000 ( 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: E050250X9MHDNBI, Location: .35 M N HOLYOKE C.L. (Lat: 42.286739, Lng: -72.621803), Route carried "on" structure: Interstate 91, Year Built: 1963, Status: Open, Structure Length: 5.50m (18.04ft), Average Daily Traffic: 51,500 (year 1999), Truck Traffic: 5%, Average Future Daily Traffic: 81,334 (year 2027), Design Load: HS 20+Mod, Features Intersected: RR BMRR (ABANDONED) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.117, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.6m (61.0ft), 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: 13.5m (44.3ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 56.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.60m (18.37ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2006, Bridge Improvement Cost: $1,350,000, Roadway Improvement Cost: $136,000, Total Project Cost: $2,026,000 ( 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: E050250XAMHDNBI, Location: .35 M N HOLYOKE C.L. (Lat: 42.286733, Lng: -72.621339), Route carried "on" structure: Interstate 91, Year Built: 1963, Status: Temporarily open, Structure Length: 6.16m (20.21ft), Average Daily Traffic: 25,300 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 39,956 (year 2027), Design Load: HS 20+Mod, Features Intersected: RR BMRR (ABANDONED) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.117, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.0m (68.9ft), 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: 13.5m (44.3ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.20m (20.34ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2008, Bridge Improvement Cost: $1,495,000, Roadway Improvement Cost: $150,000, Total Project Cost: $2,243,000 ( 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: E050260XBMHDNBI, Location: .45 M N HOLYOKE C.L. (Lat: 42.287758, Lng: -72.623758), Route carried "on" structure: Interstate 91, Year Built: 1963, Status: Open, Structure Length: 6.13m (20.11ft), Average Daily Traffic: 25,300 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 39,956 (year 2027), Design Load: HS 20, Features Intersected: WATER MANHAN RIV OXBOW Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.206, Lanes on 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: 42.4m (139.1ft), 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: 13.5m (44.3ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 27.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.20m (20.34ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Bridge Improvement Cost: $1,495,000, Roadway Improvement Cost: $150,000, Total Project Cost: $2,243,000 ( 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: E050260XCMHDNBI, Location: .45 M N HOLYOKE C.L. (Lat: 42.287883, Lng: -72.623539), Route carried "on" structure: Interstate 91, Year Built: 1963, Status: Open, Structure Length: 6.25m (20.51ft), Average Daily Traffic: 52,000 (year 1997), Truck Traffic: 5%, Average Future Daily Traffic: 82,124 (year 2027), Design Load: HS 20, Features Intersected: WATER MANHAN RIV OXBOW Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.206, Lanes on 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: 42.7m (140.1ft), 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: 13.5m (44.3ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 27.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.30m (20.67ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Bridge Improvement Cost: $1,519,000, Roadway Improvement Cost: $152,000, Total Project Cost: $2,279,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Discuss this city on our hugely popular Massachusetts forum Back to: Easthampton, MA, Massachusetts, All US cities.
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