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

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Structure Number: N100012RGMUNNBI,  Location: 0.5MI W OF RT.1 (Lat: 42.758917,  Lng: -70.901708),  Route carried "on" structure: City street ,  Year Built: 1995,  Status: Open,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 900 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,421 (year 2028),  Design Load: HS 20,  Features Intersected: WATER PARKER RIVER,  Facility Carried by Structure: HWY MIDDLE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.062,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.4m (57.1ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 49.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: 3.50m (11.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $825,000,  Roadway Improvement Cost: $83,000,  Total Project Cost: $1,238,000 ( Estimate for 2006),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: N10003AF8MUNNBI,  Location: .62 K SOUTH OF NEWBURYPO (Lat: 42.784444,  Lng: -70.868611),  Route carried "on" structure: City street ,  Year Built: 1997,  Status: Open,  Structure Length: 1.78m (5.84ft),  Average Daily Traffic: 6,500 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 10,265 (year 2028),  Design Load: HS 20,  Features Intersected: WATER LITTLE RIVER,  Facility Carried by Structure: HWY HANOVER ST
Minimum Vertical Clearance: 0.00m,  Kilometerpoint: 0.177,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.7m (54.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 63.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 41.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.80m (5.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $376,000,  Roadway Improvement Cost: $38,000,  Total Project Cost: $565,000 ( Estimate for 2006),  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: N100042TBMHDNBI,  Location: .2 MI S MBTA (Lat: 42.791858,  Lng: -70.878575),  Route carried "on" structure: State highway 1,  Year Built: 1922,  Year Reconstructed: 1935,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 10,300 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 16,267 (year 2028),  Design Load: H 20,  Features Intersected: WATER LITTLE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 117.238,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 19.8m (65.0ft),  Out-to-Out Width: 22.9m (75.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 47.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.6 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.80m (2.62ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Bridge Improvement Cost: $328,000,  Roadway Improvement Cost: $33,000,  Total Project Cost: $493,000 ( Estimate for 2006),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: N10006AU8MUNNBI,  Location: 1.2MI E OF RT.1 (Lat: 42.771639,  Lng: -70.862233),  Route carried "on" structure: City street ,  Year Built: 2000,  Status: Open,  Structure Length: 2.72m (8.92ft),  Average Daily Traffic: 1,050 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,658 (year 2028),  Design Load: HS 20,  Features Intersected: WATER LITTLE RIVER,  Facility Carried by Structure: HWY NEWMAN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.386,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 13.6m (44.6ft),  Curb-To-Curb Width: 6.8m (22.3ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 57.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: N10008AGTMUNNBI,  Location: 0.48 KM E OF I 95 (Lat: 42.749025,  Lng: -70.940117),  Route carried "on" structure: City street ,  Year Built: 2000,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 400 (year 2006),  Truck Traffic: 1%,  Average Future Daily Traffic: 632 (year 2027),  Design Load: HS 20,  Features Intersected: WATER PARKER RIVER,  Facility Carried by Structure: HWY LARKIN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.644,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.7m (51.5ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 6.8m (22.3ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 39.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: N100092TAMHDNBI,  Location: 2.6 MI S MBTA (Lat: 42.759181,  Lng: -70.892725),  Route carried "on" structure: US 1,  Year Built: 1972,  Status: Open,  Structure Length: 5.24m (17.19ft),  Average Daily Traffic: 8,700 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 13,740 (year 2027),  Design Load: HS 20,  Features Intersected: WATER PARKER RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 113.287,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 61.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.1 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 5.30m (17.39ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 36 months,  Inspection Date: August 2006,  Underwater Inspection Date: August 2007,  Bridge Improvement Cost: $288,000,  Roadway Improvement Cost: $29,000,  Total Project Cost: $433,000 ( Estimate for 2006),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: N100102TTMHDNBI,  Location: 2.8 MI S NEWBURY TOWN HAL (Lat: 42.762244,  Lng: -70.848267),  Route carried "on" structure: Alternate State highway 1A,  Year Built: 1930,  Status: Closed,  Structure Length: 11.09m (36.38ft),  Average Daily Traffic: 5,690 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 8,986 (year 2028),  Design Load: H 20,  Features Intersected: WATER PARKER RIVER,  Facility Carried by Structure: ST 1 A/HIGH RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 113.185,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Fair,  Superstructure: Serious,  Substructure: Serious,  Channel: Fair,  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: 12.00m (39.37ft),  Designated Inspection Frequency: Every 6 months,  Underwater Inspection Frequency: Every 12 months,  Inspection Date: November 2007,  Underwater Inspection Date: September 2007,  Bridge Improvement Cost: $4,799,000,  Roadway Improvement Cost: $480,000,  Total Project Cost: $7,199,000 ( Estimate for 2006),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: N100112Y6MHDNBI,  Location: .75 MI WEST ATLANTIC OCN (Lat: 42.797714,  Lng: -70.821575),  Route carried "on" structure: State highway ,  Year Built: 1973,  Status: Open,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 7,500 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 11,845 (year 2027),  Design Load: H 20,  Features Intersected: WATER PLUM ISLAND RIVER,  Facility Carried by Structure: HWY PLM ISLN TPK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.736,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Navigation Control: Yes ( Vertical Clearance: 4.0m (13.1ft), Horizontal Clearance: 12.2m (40.0ft)),  Material/Design: Steel,  Design/Construction: Movable - Bascule,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 29.0m (95.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 43.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 31.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.20m (13.78ft),  Designated Inspection Frequency: Every 22 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 22 months,  Inspection Date: September 2006,  Critical Feature Inspection Date: September 2006,  Underwater Inspection Date: September 2007,  Bridge Improvement Cost: $878,000,  Roadway Improvement Cost: $88,000,  Total Project Cost: $1,318,000 ( Estimate for 2006),  Deck Structure Type: Open Grating

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Structure Number: N10015AVUMHD634,  Location: .3K N LITTLE RIVER (Lat: 42.794558,  Lng: -70.877481),  Route carried "on" structure: State highway 1,  Year Built: 1998,  Status: Open,  Structure Length: 17.40m (57.09ft),  Average Daily Traffic: 8,900 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 14,056 (year 2028),  Design Load: HS 20,  Features Intersected: RR MBTA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 117.331,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.0m (78.7ft),  Skew: 36 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 38.5m (126.3ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 22.4m (73.5ft),  Out-to-Out Width: 23.2m (76.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 66.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  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: N100202VJMHDNBI,  Location: .3 MI S CENTRAL STREET (Lat: 42.751919,  Lng: -70.945439),  Route carried "on" structure: Interstate 95,  Year Built: 1976,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 49,400 (year 2007),  Truck Traffic: 12%,  Average Future Daily Traffic: 78,017 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: WATER PARKER RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 129.066,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.3m (73.2ft),  Skew: 12 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 19.7m (64.6ft),  Out-to-Out Width: 21.1m (69.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 44.1 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.40m (4.59ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 36 months,  Inspection Date: November 2007,  Underwater Inspection Date: June 2007,  Bridge Improvement Cost: $1,032,000,  Roadway Improvement Cost: $104,000,  Total Project Cost: $1,549,000 ( Estimate for 2006),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: N100202VKMHDNBI,  Location: .3 MI S CENTRAL STREET (Lat: 42.752142,  Lng: -70.945589),  Route carried "on" structure: Interstate 95,  Year Built: 1951,  Year Reconstructed: 1976,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 49,400 (year 2007),  Truck Traffic: 12%,  Average Future Daily Traffic: 78,017 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: WATER PARKER RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 129.066,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 12 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 20.5m (67.3ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 44.1 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to 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: 1.40m (4.59ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 36 months,  Inspection Date: November 2007,  Underwater Inspection Date: June 2007,  Bridge Improvement Cost: $96,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $145,000 ( Estimate for 2006),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: N100212Y2MHDNBI,  Location: QUARTER MILE N PARKER RIV (Lat: 42.756594,  Lng: -70.942656),  Route carried "on" structure: State highway ,  Year Built: 1976,  Status: Open,  Structure Length: 7.56m (24.80ft),  Average Daily Traffic: 4,500 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 7,107 (year 2028),  Design Load: H 20,  Features Intersected: I 95,  Facility Carried by Structure: HWY CENTRAL ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.571,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.9m (121.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 58.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.2 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: 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: Febuary 2007,  Bridge Improvement Cost: $1,075,000,  Roadway Improvement Cost: $108,000,  Total Project Cost: $1,613,000 ( Estimate for 2006),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: N100222VLMHDNBI,  Location: 2.1 MI N PARKER RIVER (Lat: 42.780303,  Lng: -70.927033),  Route carried "on" structure: Interstate 95,  Year Built: 1976,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 49,400 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 78,017 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: HWY SCOTLAND RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 134.203,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.3m (73.2ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 19.7m (64.6ft),  Out-to-Out Width: 21.1m (69.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 63.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.0 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.20m (7.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2007,  Bridge Improvement Cost: $227,000,  Roadway Improvement Cost: $23,000,  Total Project Cost: $341,000 ( Estimate for 2006),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: N100222VMMHDNBI,  Location: 2.1 MI N PARKER RIVER (Lat: 42.780328,  Lng: -70.927303),  Route carried "on" structure: Interstate 95,  Year Built: 1952,  Year Reconstructed: 1976,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 49,400 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 78,017 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: HWY SCOTLAND RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 134.203,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.3m (73.2ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 19.7m (64.6ft),  Out-to-Out Width: 21.1m (69.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 63.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.0 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.20m (7.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2007,  Bridge Improvement Cost: $227,000,  Roadway Improvement Cost: $23,000,  Total Project Cost: $341,000 ( Estimate for 2006),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: N100212Y2MHDNBI,  Location: 000076 STATUTORY (Lat: 42.750000,  Lng: -70.950000),  Route carried "under" structure: Interstate 95,  Year Built: 1953,  Structure Length: 7.56m (24.80ft),  Average Daily Traffic: 23,000 (year 0 ),  Features Intersected: I 95 SB,  Facility Carried by Structure: HWY CENTRAL ST
Minimum Vertical Clearance: 0.45m (1.48ft),  Kilometerpoint: 12.965,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.9m (121.1ft)

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Structure Number: N100212Y2MHDNBI,  Location: .3 MI N PARKER RIVER (Lat: 42.750000,  Lng: -70.950000),  Route carried "under" structure: Interstate 95,  Year Built: 1953,  Structure Length: 7.56m (24.80ft),  Average Daily Traffic: 23,000 (year 0 ),  Features Intersected: I 95 NB,  Facility Carried by Structure: HWY CENTRAL ST
Minimum Vertical Clearance: 0.45m (1.48ft),  Kilometerpoint: 12.965,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.9m (121.1ft)