Bridge Statistics for Wrentham, Massachusetts (MA) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: W460023P8DOTNBI, Location: 1 MI E OF FRANKLIN T.L. (Lat: 42.072781, Lng: -71.349658), Route carried "on" structure: State highway 140, Year Built: 1983, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 20,300 (year 2010), Truck Traffic: 6%, Average Future Daily Traffic: 32,060 (year 2031), Design Load: HS 20, Features Intersected: WATER EAGLE BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 71.775, 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: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.4m (57.1ft)

Condition: Channel: Good, Culverts: Good, Operating Rating: 71.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, 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: May 10, Bridge Improvement Cost: $14,000, Roadway Improvement Cost: $2,000, Total Project Cost: $22,000 ( Estimate for 2012)

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Structure Number: W460043MADOTNBI, Location: .2 MI N OF RT140/EAST ST (Lat: 42.019258, Lng: -71.320833), Route carried "on" structure: Alternate State highway 1A, Year Built: 1890, Year Reconstructed: 1971, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 16,800 (year 2011), Truck Traffic: 12%, Average Future Daily Traffic: 26,532 (year 2032), Design Load: H 20, Features Intersected: RR PCRR (ABANDONED), Facility Carried by Structure: ST 1 A/DEDHAM ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.628, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), 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: 18.0m (59.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 38.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.6 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, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.00m (13.12ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 11, Bridge Improvement Cost: $1,542,000, Roadway Improvement Cost: $155,000, Total Project Cost: $2,314,000 ( Estimate for 2012), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up

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Structure Number: W460083VLDOTNBI, Location: .7 MI NW OF ST 1A (Lat: 42.043656, Lng: -71.357469), Route carried "on" structure: State highway 121, Year Built: 1966, Status: Open, Structure Length: 7.53m (24.70ft), Average Daily Traffic: 10,300 (year 2010), Truck Traffic: 6%, Average Future Daily Traffic: 16,267 (year 2031), Design Load: H 20, Features Intersected: I 495
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.814, Lanes on structure: 2, Lanes under structure: 6, 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: 2, Length of Maximum Span: 37.2m (122.0ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 50.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.2 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.60m (24.93ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 10, Bridge Improvement Cost: $3,367,000, Roadway Improvement Cost: $337,000, Total Project Cost: $5,051,000 ( Estimate for 2012), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up

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Structure Number: W460093T0DOTNBI, Location: .2 MI W OF ST 1A (Lat: 42.040592, Lng: -71.349067), Route carried "on" structure: Interstate 495, Year Built: 1966, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 40,000 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 63,172 (year 2031), Design Load: HS 20+Mod, Features Intersected: RR PCRR (ABANDONED)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 60.928, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 50.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.90m (9.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 10, Bridge Improvement Cost: $1,111,000, Roadway Improvement Cost: $112,000, Total Project Cost: $1,667,000 ( Estimate for 2012), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up

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Structure Number: W460093T1DOTNBI, Location: .2 MI W OF ST 1A (Lat: 42.040397, Lng: -71.349106), Route carried "on" structure: Interstate 495, Year Built: 1966, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 45,000 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 71,068 (year 2031), Design Load: HS 20+Mod, Features Intersected: RR PCRR (ABANDONED)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 60.928, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.90m (9.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 10, Bridge Improvement Cost: $1,012,000, Roadway Improvement Cost: $102,000, Total Project Cost: $1,519,000 ( Estimate for 2012), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up

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Structure Number: W460103RXDOTNBI, Location: AT ST 1A (Lat: 42.039981, Lng: -71.345625), Route carried "on" structure: Interstate 495, Year Built: 1966, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 45,000 (year 2011), Truck Traffic: 10%, Average Future Daily Traffic: 71,068 (year 2032), Design Load: HS 20+Mod, Features Intersected: ST 1 A/SOUTH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 60.510, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 53.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.90m (9.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 11, Bridge Improvement Cost: $1,185,000, Roadway Improvement Cost: $119,000, Total Project Cost: $1,778,000 ( Estimate for 2012), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up

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Structure Number: W460103RYDOTNBI, Location: AT ST 1A (Lat: 42.039806, Lng: -71.345722), Route carried "on" structure: Interstate 495, Year Built: 1966, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 45,000 (year 2011), Truck Traffic: 10%, Average Future Daily Traffic: 71,068 (year 2032), Design Load: HS 20+Mod, Features Intersected: ST 1 A/SOUTH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 60.510, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 54.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.90m (9.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 11, Bridge Improvement Cost: $1,198,000, Roadway Improvement Cost: $120,000, Total Project Cost: $1,798,000 ( Estimate for 2012), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up

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Structure Number: W460113YJDOTNBI, Location: .8 MI. WEST OF U.S.1 (Lat: 42.037147, Lng: -71.320717), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 7,500 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 11,845 (year 2031), Design Load: H 20, Features Intersected: I 495 SB, Facility Carried by Structure: HWY TAUNTON ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 35.1m (115.2ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.0m (49.2ft)

Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.70m (12.14ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 10, Bridge Improvement Cost: $1,281,000, Roadway Improvement Cost: $129,000, Total Project Cost: $1,922,000 ( Estimate for 2012), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up

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Structure Number: W460113YKDOTNBI, Location: .8 MI W OF US 1 (Lat: 42.038019, Lng: -71.321300), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 7,500 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 11,845 (year 2031), Design Load: H 20, Features Intersected: I 495 NB, Facility Carried by Structure: HWY TAUNTON ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 35.1m (115.2ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.0m (49.2ft)

Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 53.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.70m (12.14ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 10, Bridge Improvement Cost: $1,281,000, Roadway Improvement Cost: $129,000, Total Project Cost: $1,922,000 ( Estimate for 2012), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up

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Structure Number: W460083VLDOTNBI, Location: .7 MI NW OF ST 1A (Lat: 42.050000, Lng: -71.350000), Route carried "under" structure: Interstate 495, Year Built: 1966, Structure Length: 7.53m (24.70ft), Average Daily Traffic: 35,200 (year 0 ), Features Intersected: I 495 NB, Facility Carried by Structure: ST121
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.2m (122.0ft)

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Structure Number: W460083VLDOTNBI, Location: .7 MI NW OF ST 1A (Lat: 42.050000, Lng: -71.350000), Route carried "under" structure: Interstate 495, Year Built: 1966, Structure Length: 7.53m (24.70ft), Average Daily Traffic: 35,200 (year 0 ), Features Intersected: I 495 SB, Facility Carried by Structure: ST121
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.2m (122.0ft)

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Structure Number: W460113YJDOTNBI, Location: 000065 STATUTORY (Lat: 42.033333, Lng: -71.316667), Route carried "under" structure: Interstate 495, Year Built: 1965, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 35,200 (year 0 ), Features Intersected: I 495 SB, Facility Carried by Structure: HWY TAUNTON ST
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.1m (115.2ft)

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Structure Number: W460113YKDOTNBI, Location: 000065 STATUTORY (Lat: 42.033333, Lng: -71.316667), Route carried "under" structure: Interstate 495, Year Built: 1965, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 35,200 (year 0 ), Features Intersected: I 495 NB, Facility Carried by Structure: HWY TAUNTON ST
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.1m (115.2ft)