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

Find on map >>   Show street view

Structure Number: A070142Y8DOTNBI,  Location: AT MERRIMAC RIVER (Lat: 42.833747,  Lng: -70.906750),  Route carried "on" structure: City street ,  Year Built: 1909,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 8.08m (26.51ft),  Average Daily Traffic: 17,643 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 29,185 (year 2032),  Design Load: HS 20,  Features Intersected: WATER MERRIMACK RIVER,  Facility Carried by Structure: HWY MAIN ST
Minimum Vertical Clearance: 4.41m (14.47ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Suspension,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 74.4m (244.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 46.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 8.10m (26.57ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Critical Feature Inspection Date: December 2021,  Bridge Improvement Cost: $3,023,000,  Roadway Improvement Cost: $303,000,  Total Project Cost: $4,535,000 ( Estimate for 2022),  Deck Structure Type: Steel plate,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

Find on map >>   Show street view

Structure Number: N1100232KDOT634,  Location: .1 MI W US1 (Lat: 42.810111,  Lng: -70.877808),  Route carried "on" structure: State highway 113,  Year Built: 1907,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 23,600 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 29,059 (year 2031),  Features Intersected: OTHER CLIPR RAIL TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 79.757,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.3m (43.6ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 4.0m (13.1ft),  Curb-To-Curb Width: 13.3m (43.6ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 86.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.40m (4.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $1,139,000,  Roadway Improvement Cost: $114,000,  Total Project Cost: $1,709,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: N1100830VDOTNBI,  Location: 1 MI W I95 (Lat: 42.813886,  Lng: -70.931200),  Route carried "on" structure: State highway 113,  Year Built: 1972,  Status: Open,  Structure Length: 2.53m (8.30ft),  Average Daily Traffic: 12,300 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 12,319 (year 2031),  Design Load: H 20,  Features Intersected: WATER ARTICHOKE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 75.999,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 6.1m (20.0ft),  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: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 37.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 25.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.60m (8.53ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $1,778,000,  Roadway Improvement Cost: $178,000,  Total Project Cost: $2,668,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

Find on map >>   Show street view

Structure Number: N110112TDDOTNBI,  Location: AT MERRIMAC RIVER (Lat: 42.815917,  Lng: -70.872847),  Route carried "on" structure: US 1,  Year Built: 1976,  Status: Open,  Structure Length: 37.28m (122.31ft),  Average Daily Traffic: 33,000 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 11,687 (year 2031),  Design Load: HS 20,  Features Intersected: WATER MERRIMACK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 119.989,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 21.0m (68.9ft),  Skew: 30 degrees,  Navigation Control: Yes ( Vertical Clearance: 10.7m (35.1ft), Horizontal Clearance: 30.5m (100.1ft)),  Material/Design: Steel,  Design/Construction: Movable - Bascule,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 8,  Length of Maximum Span: 44.2m (145.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 25.0m (82.0ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 37.30m (122.38ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 36 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: September 2020,  Critical Feature Inspection Date: September 2020,  Underwater Inspection Date: August 2019,  Other Special Inspection Date: September 2021,  Bridge Improvement Cost: $50,408,000,  Roadway Improvement Cost: $5,041,000,  Total Project Cost: $75,613,000 ( Estimate for 2022),  Deck Structure Type: Open Grating,  Wearing Surface/Protective System: Wearing Surface: Other,  Membrane: Built-up

Find on map >>   Show street view

Structure Number: N110132TCDOTNBI,  Location: .1 MI S MERRIMAC RIVER (Lat: 42.812717,  Lng: -70.875222),  Route carried "on" structure: US 1,  Year Built: 1976,  Status: Open,  Structure Length: 11.75m (38.55ft),  Average Daily Traffic: 8,000 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 24,637 (year 2031),  Design Load: HS 20,  Features Intersected: HWY MERRIMAC ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 122.307,  Lanes on structure: 4,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 21 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 2,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 18.2m (59.7ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  Operating Rating: 52.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.70m (41.67ft),  Designated Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Other Special Inspection Date: October 2021,  Bridge Improvement Cost: $15,833,000,  Roadway Improvement Cost: $1,584,000,  Total Project Cost: $23,750,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

Find on map >>   Show street view

Structure Number: N110142TUDOTNBI,  Location: .4 MI S MERRIMAC RIVER (Lat: 42.809825,  Lng: -70.876989),  Route carried "on" structure: State highway 1A,  Year Built: 1934,  Status: Posted for load,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 16,700 (year 2014),  Truck Traffic: 8%,  Average Future Daily Traffic: 60,487 (year 2031),  Features Intersected: US 1,  Facility Carried by Structure: ST 1 A/HIGH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 132.027,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.3m (56.8ft),  Curb or Sidewalk Widths: Left: 4.3m (14.1ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 21.6m (70.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.10m (6.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $1,782,000,  Roadway Improvement Cost: $179,000,  Total Project Cost: $2,674,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

Find on map >>   Show street view

Structure Number: N11015321DOTNBI,  Location: .3 MI S MERRIMAC RIVER (Lat: 42.810933,  Lng: -70.876322),  Route carried "on" structure: State highway ,  Year Built: 1934,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 11,000 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,211 (year 2031),  Design Load: H 20,  Features Intersected: US 1,  Facility Carried by Structure: HWY WASHNGTON ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.515,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.8m (55.1ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 18.2m (59.7ft)

Condition: Superstructure: Fair,  Substructure: Fair,  Operating Rating: 36.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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: 2.00m (6.56ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $1,430,000,  Roadway Improvement Cost: $144,000,  Total Project Cost: $2,146,000 ( Estimate for 2022)

Find on map >>   Show street view

Structure Number: N11018322DOTNBI,  Location: 1 MI S OF ST-113 (Lat: 42.802656,  Lng: -70.915125),  Route carried "on" structure: State highway ,  Year Built: 1976,  Status: Open,  Structure Length: 6.98m (22.90ft),  Average Daily Traffic: 5,650 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 6,791 (year 2033),  Design Load: H 20,  Features Intersected: I 95,  Facility Carried by Structure: HWY HALE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.724,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.7m (113.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 51.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.1 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 desirable criteria,  Length Of Structure Improvement: 7.00m (22.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $3,218,000,  Roadway Improvement Cost: $322,000,  Total Project Cost: $4,828,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

Find on map >>   Show street view

Structure Number: N1101930WDOTNBI,  Location: JCT ST113 & I-95 (Lat: 42.817411,  Lng: -70.915414),  Route carried "on" structure: State highway 113,  Year Built: 1976,  Status: Open,  Structure Length: 7.50m (24.61ft),  Average Daily Traffic: 29,000 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 20,531 (year 2031),  Design Load: H 20,  Features Intersected: I 95
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 77.340,  Lanes on structure: 6,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 28.0m (91.9ft),  Skew: 22 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.0m (118.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 28.0m (91.9ft),  Out-to-Out Width: 33.5m (109.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 64.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.5 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.60m (24.93ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $9,075,000,  Roadway Improvement Cost: $908,000,  Total Project Cost: $13,613,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

Find on map >>   Show street view

Structure Number: N11020BHYDOTNBI,  Location: AT PINE HILL RD (Lat: 42.829372,  Lng: -70.915192),  Route carried "on" structure: State highway ,  Year Built: 2016,  Status: Open,  Structure Length: 7.06m (23.16ft),  Average Daily Traffic: 1,900 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,053 (year 2033),  Design Load: HL 93,  Features Intersected: I 95,  Facility Carried by Structure: HWY PINE HILL RO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.998,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.8m (114.2ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 48.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 42.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: N11018322DOTNBI,  Location: 1 MI S ST113 (Lat: 42.800000,  Lng: -70.916667),  Route carried "under" structure: Interstate 95,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 22,000 (year 0000),  Features Intersected: I 95 NB,  Facility Carried by Structure: HWY HALE ST
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 135.266,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.7m (113.8ft)

Find on map >>   Show street view

Structure Number: N11018322DOTNBI,  Location: 000076 STATUTORY (Lat: 42.800000,  Lng: -70.916667),  Route carried "under" structure: Interstate 95,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 22,000 (year 0000),  Features Intersected: I 95 SB,  Facility Carried by Structure: HWY HALE ST
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 135.266,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.7m (113.8ft)

Find on map >>   Show street view

Structure Number: N1101930WDOTNBI,  Location: JCT ST113 & I-95 (Lat: 42.816667,  Lng: -70.916667),  Route carried "under" structure: Interstate 95,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 22,000 (year 0000),  Features Intersected: I 95 SB,  Facility Carried by Structure: ST113 STOREY AVE
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 136.910,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.0m (118.1ft)

Find on map >>   Show street view

Structure Number: N1101930WDOTNBI,  Location: JCT ST113 & I-95 (Lat: 42.816667,  Lng: -70.916667),  Route carried "under" structure: Interstate 95,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 22,000 (year 0000),  Features Intersected: I 95 NB,  Facility Carried by Structure: ST113 STOREY AVE
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 136.910,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.0m (118.1ft)