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

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Structure Number: B11001306DOTNBI,  Location: .1 MILE WEST OF RIVER ST (Lat: 42.549656,  Lng: -70.887736),  Route carried "on" structure: State highway ,  Year Built: 1929,  Status: Posted for load,  Structure Length: 8.20m (26.90ft),  Average Daily Traffic: 21,300 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 25,585 (year 2031),  Features Intersected: WATER BASS RIVER,  Facility Carried by Structure: HWY BRIDGE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.577,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Steel,  Design/Construction: Movable - Swing,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 7,  Length of Maximum Span: 46.6m (152.9ft),  Curb or Sidewalk Widths: Left: 3.2m (10.5ft),  Right: 3.2m (10.5ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Serious,  Channel: Fair,  Operating Rating: 27.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 16.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 9.30m (30.51ft),  Designated Inspection Frequency: Every 6 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 6 months,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: November 2020,  Critical Feature Inspection Date: November 2020,  Underwater Inspection Date: December 2021,  Other Special Inspection Date: November 2021,  Bridge Improvement Cost: $9,792,000,  Roadway Improvement Cost: $980,000,  Total Project Cost: $14,689,000 ( Estimate for 2022),  Deck Structure Type: Open Grating,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: B11002324DOT634,  Location: .1 MI WEST ST 1A (Lat: 42.543431,  Lng: -70.886625),  Route carried "on" structure: State highway ,  Year Built: 1871,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 3,232 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 4,330 (year 2031),  Features Intersected: RR MBTA,  Facility Carried by Structure: HWY SCHOOL ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.257,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.9m (62.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Fair,  Operating Rating: 22.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 13.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 2.70m (8.86ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: November 2020,  Critical Feature Inspection Date: November 2020,  Other Special Inspection Date: November 2021,  Bridge Improvement Cost: $2,560,000,  Roadway Improvement Cost: $257,000,  Total Project Cost: $3,841,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: B110042TNDOTNBI,  Location: AT DANVERS RIVER (Lat: 42.539119,  Lng: -70.887608),  Route carried "on" structure: Alternate State highway 1A,  Year Built: 1996,  Status: Open,  Structure Length: 68.06m (223.29ft),  Average Daily Traffic: 38,500 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 50,538 (year 2032),  Design Load: HS 20,  Features Intersected: WATER DANVERS RIVER,  Facility Carried by Structure: ST 1 A/CABOT ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 82.036,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 30 degrees,  Navigation Control: Yes ( Vertical Clearance: 14.9m (48.9ft), Horizontal Clearance: 31.7m (104.0ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 14,  Length of Maximum Span: 67.1m (220.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 24.1m (79.1ft),  Out-to-Out Width: 27.0m (88.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 61.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 68.10m (223.43ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 36 months,  Inspection Date: December 2021,  Underwater Inspection Date: September 2019,  Bridge Improvement Cost: $14,445,000,  Roadway Improvement Cost: $1,445,000,  Total Project Cost: $21,668,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: B11005307DOTNBI,  Location: AT DANVERS RIVER (Lat: 42.543058,  Lng: -70.898333),  Route carried "on" structure: State highway ,  Year Built: 1907,  Year Reconstructed: 1982,  Status: Posted for load,  Structure Length: 5.70m (18.70ft),  Average Daily Traffic: 3,456 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 17,372 (year 2031),  Features Intersected: WATER DANVERS RIVER,  Facility Carried by Structure: HWY KERNWOOD AVE
Minimum Vertical Clearance: 4.27m (14.01ft),  Kilometerpoint: 0.002,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Navigation Control: Yes ( Vertical Clearance: 2.4m (7.9ft), Horizontal Clearance: 15.2m (49.9ft)),  Material/Design: Steel,  Design/Construction: Movable - Swing,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 55.5m (182.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Serious,  Channel: Poor,  Operating Rating: 13.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 8.2 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,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 6.80m (22.31ft),  Designated Inspection Frequency: Every 6 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: September 2020,  Critical Feature Inspection Date: September 2020,  Underwater Inspection Date: September 2021,  Other Special Inspection Date: September 2021,  Bridge Improvement Cost: $5,130,000,  Roadway Improvement Cost: $514,000,  Total Project Cost: $7,696,000 ( Estimate for 2022),  Deck Structure Type: Open Grating

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Structure Number: B11005308DOTNBI,  Location: AT DANVERS RIVER (Lat: 42.543036,  Lng: -70.898347),  Route carried "on" structure: State highway ,  Year Built: 1907,  Year Reconstructed: 1992,  Status: Posted for load,  Structure Length: 23.01m (75.49ft),  Average Daily Traffic: 6,862 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 17,372 (year 2031),  Features Intersected: WATER DANVERS RIVER,  Facility Carried by Structure: HWY KERNWOOD AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.002,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Navigation Control: Yes ( Vertical Clearance: 2.4m (7.9ft), Horizontal Clearance: 15.2m (49.9ft)),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 52,  Length of Maximum Span: 4.6m (15.1ft),  Curb or Sidewalk Widths: Left: 2.2m (7.2ft),  Right: 0.0m,  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Serious,  Channel: Poor,  Operating Rating: 11.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 8.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 23.00m (75.46ft),  Designated Inspection Frequency: Every 6 months,  Underwater Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: September 2020,  Underwater Inspection Date: September 2021,  Other Special Inspection Date: September 2021,  Bridge Improvement Cost: $19,638,000,  Roadway Improvement Cost: $1,964,000,  Total Project Cost: $29,458,000 ( Estimate for 2022),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: B110092TWDOTNBI,  Location: ST 97 & ST 128 (Lat: 42.574361,  Lng: -70.895250),  Route carried "on" structure: State highway 128,  Year Built: 1947,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 72,500 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 72,427 (year 2032),  Design Load: H 20,  Features Intersected: ST 97 CABOT ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 106.664,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.4m (57.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 22.1m (72.5ft),  Out-to-Out Width: 26.3m (86.3ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 81.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.90m (6.23ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $663,000,  Roadway Improvement Cost: $67,000,  Total Project Cost: $995,000 ( Estimate for 2022)

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Structure Number: B110102TXDOTNBI,  Location: JCT ST 1A & ST 128 (Lat: 42.574681,  Lng: -70.892225),  Route carried "on" structure: State highway 128,  Year Built: 1946,  Status: Open,  Structure Length: 2.53m (8.30ft),  Average Daily Traffic: 72,500 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 72,427 (year 2032),  Design Load: H 20,  Features Intersected: ST 1 A/DODGE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 106.858,  Lanes on structure: 5,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 28.0m (91.9ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.0m (68.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 22.0m (72.2ft),  Out-to-Out Width: 26.8m (87.9ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Inventory Rating: 81.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.60m (8.53ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $932,000,  Roadway Improvement Cost: $94,000,  Total Project Cost: $1,399,000 ( Estimate for 2022)

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Structure Number: B1101231XDOTNBI,  Location: AT BRIMBALL AVE (Lat: 42.575183,  Lng: -70.879125),  Route carried "on" structure: State highway ,  Year Built: 1948,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 4.15m (13.62ft),  Average Daily Traffic: 14,400 (year 2018),  Truck Traffic: 11%,  Average Future Daily Traffic: 22,742 (year 2031),  Design Load: H 20,  Features Intersected: ST128,  Facility Carried by Structure: HWY BRIMBAL AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.371,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 69.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 4.20m (13.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $1,664,000,  Roadway Improvement Cost: $167,000,  Total Project Cost: $2,497,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: B1101430ADOTNBI,  Location: 1.2 MILES S GRAPEVINE RD. (Lat: 42.572922,  Lng: -70.846678),  Route carried "on" structure: State highway ,  Year Built: 1952,  Status: Open,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 2,844 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 3,159 (year 2032),  Design Load: H 20,  Features Intersected: ST128,  Facility Carried by Structure: HWY STANDLEY ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.563,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Superstructure: Satisfactory,  Substructure: Fair,  Inventory Rating: 71.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.80m (19.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $2,803,000,  Roadway Improvement Cost: $281,000,  Total Project Cost: $4,205,000 ( Estimate for 2022),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: B11019BY4MUNNBI,  Location: 0.2MI W OF ST97 (Lat: 42.581750,  Lng: -70.905417),  Route carried "on" structure: City street ,  Year Built: 1998,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 2,198 (year 2019),  Truck Traffic: 6%,  Design Load: HS 20,  Features Intersected: WATER BASS RIVER,  Facility Carried by Structure: HWY SAM FONZO DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Channel: Good,  Culverts: Good,  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 minimum criteria,  Length Of Structure Improvement: 0.40m (1.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $276,000,  Roadway Improvement Cost: $28,000,  Total Project Cost: $415,000 ( Estimate for 2022),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: M0200632GDOT634,  Location: .25 MILES E ST 127 (Lat: 42.566428,  Lng: -70.783400),  Route carried "on" structure: State highway ,  Year Built: 1936,  Year Reconstructed: 1985,  Status: Posted for load,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 900 (year 2018),  Truck Traffic: 17%,  Average Future Daily Traffic: 537 (year 2033),  Features Intersected: RR MBTA,  Facility Carried by Structure: HWY HARBOR ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.002,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 1 degrees,  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 26.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 18.4 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,  Underclear: High priority of corrective action,  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: 1.30m (4.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $542,000,  Roadway Improvement Cost: $55,000,  Total Project Cost: $814,000 ( Estimate for 2022),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: M020142UCDOTNBI,  Location: .8 MI N MANCHESTER TOWN H (Lat: 42.590392,  Lng: -70.793311),  Route carried "on" structure: US 128,  Year Built: 1953,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 2.65m (8.69ft),  Average Daily Traffic: 21,218 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 66,331 (year 2031),  Design Load: H 20,  Features Intersected: HWY PINE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.969,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 6 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.6m (84.0ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 50.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.70m (8.86ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $1,422,000,  Roadway Improvement Cost: $143,000,  Total Project Cost: $2,134,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: M020142UDDOTNBI,  Location: .8 MI N MANCHESTER TOWN H (Lat: 42.590497,  Lng: -70.793600),  Route carried "on" structure: State highway 128,  Year Built: 1953,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 2.65m (8.69ft),  Average Daily Traffic: 19,500 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 66,331 (year 2031),  Design Load: H 20,  Features Intersected: HWY PINE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.969,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 16 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.6m (84.0ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 50.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.70m (8.86ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $1,422,000,  Roadway Improvement Cost: $143,000,  Total Project Cost: $2,134,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing