Bridge Statistics for Morgantown, West Virginia (WV)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 31A278,  Location: 0.24 MI SOUTH WV RT 7 (Lat: 39.618200,  Lng: -79.924989),  Route carried "on" structure: County highway 6403,  Year Built: 1970,  Status: Open,  Structure Length: 2.82m (9.25ft),  Average Daily Traffic: 7,500 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 11,625 (year 2041),  Design Load: HS 20,  Features Intersected: DECKERS CREEK,  Facility Carried by Structure: MON CO RT 64/3
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.046,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.8m (22.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 31A28,  Location: 0.06 MI WEST CO RT 64/1 (Lat: 39.600039,  Lng: -79.931831),  Route carried "on" structure: County highway 6404,  Year Built: 2001,  Status: Open,  Structure Length: 1.27m (4.17ft),  Average Daily Traffic: 50 (year 2018),  Average Future Daily Traffic: 65 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: AARON CREEK,  Facility Carried by Structure: MON CO RT 64/4
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.097,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 3.0m (9.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 4.6m (15.1ft),  Out-to-Out Width: 4.6m (15.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 31A281,  Location: 0.12 MILES NORTH US 119 (Lat: 39.626300,  Lng: -79.958900),  Route carried "on" structure: County highway 11939,  Year Built: 2001,  Status: Open,  Structure Length: 16.78m (55.05ft),  Average Daily Traffic: 5,500 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 7,475 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: DECKERS CREEK,  Facility Carried by Structure: MGL CO RT 119/39
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.193,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 1,  Length of Maximum Span: 36.6m (120.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 16.76m (54.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Bridge Improvement Cost: $1,064,000,  Roadway Improvement Cost: $828,000,  Total Project Cost: $1,961,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 31A282,  Location: 0.01 MI WEST WV RT 100 (Lat: 39.700681,  Lng: -79.997061),  Route carried "on" structure: County highway 5800,  Year Built: 2002,  Status: Open,  Structure Length: 1.12m (3.67ft),  Average Daily Traffic: 50 (year 2018),  Average Future Daily Traffic: 65 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: ROBINSON RUN,  Facility Carried by Structure: COUNTY ROUTE 58
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 6.3m (20.7ft),  Out-to-Out Width: 6.5m (21.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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,  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 31A285,  Location: 0.08 MI WEST MON CO 857 (Lat: 39.616211,  Lng: -79.932831),  Route carried "on" structure: County highway 6402,  Year Built: 2002,  Status: Open,  Structure Length: 1.27m (4.17ft),  Average Daily Traffic: 50 (year 2021),  Average Future Daily Traffic: 70 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: AARON CREEK,  Facility Carried by Structure: MONONGALIA CO 64/2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.129,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 3.7m (12.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 6.3m (20.7ft),  Out-to-Out Width: 6.5m (21.3ft)

Condition: Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 75.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 31A288,  Location: 0.04 MI NORTH MGL CO 53 (Lat: 39.681950,  Lng: -79.977839),  Route carried "on" structure: State highway 10000,  Year Built: 2003,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 2,900 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 3,740 (year 2041),  Design Load: HL 93,  Features Intersected: ROBINSON RUN,  Facility Carried by Structure: WV ROUTE 100
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.389,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.7m (31.8ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 31A289,  Location: 0.33 MI NORTH MGL CO 53 (Lat: 39.682950,  Lng: -79.978981),  Route carried "on" structure: State highway 10000,  Year Built: 2003,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 2,900 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 3,740 (year 2041),  Design Load: HL 93,  Features Intersected: ROBINSON RUN,  Facility Carried by Structure: WV ROUTE 100
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.856,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.7m (28.5ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 31A295,  Location: 0.07 MI EAST MGL CO 7/40 (Lat: 39.623239,  Lng: -79.924050),  Route carried "on" structure: State highway 700,  Year Built: 2005,  Status: Open,  Structure Length: 1.23m (4.04ft),  Average Daily Traffic: 4,700 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 6,060 (year 2041),  Design Load: HL 93,  Features Intersected: KNOCKING RUN,  Facility Carried by Structure: WV ROUTE 7
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 57.228,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.7m (18.7ft),  Curb-To-Curb Width: 14.1m (46.3ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 31A299,  Location: 0.80 MI SOUTH CO RT 77/2 (Lat: 39.560689,  Lng: -79.959869),  Route carried "on" structure: County highway 7701,  Year Built: 2006,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 300 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 400 (year 2039),  Design Load: HL 93,  Features Intersected: BLOODY RUN,  Facility Carried by Structure: MGL CO RT 77/1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.092,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 2.7m (8.9ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 4.7m (15.4ft),  Out-to-Out Width: 5.5m (18.0ft)

Condition: Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.76m (2.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $181,000,  Roadway Improvement Cost: $101,000,  Total Project Cost: $307,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 31A301,  Location: 0.36 MI WEST MGL CO RT 59 (Lat: 39.669789,  Lng: -79.964411),  Route carried "on" structure: County highway 5903,  Year Built: 2007,  Status: Open,  Structure Length: 0.86m (2.82ft),  Average Daily Traffic: 100 (year 2019),  Average Future Daily Traffic: 155 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: WEST RUN,  Facility Carried by Structure: MONONGALIA CO 59/3
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.579,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 3.4m (11.2ft),  Skew: 1 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-To-Curb Width: 4.2m (13.8ft),  Out-to-Out Width: 4.2m (13.8ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Wood or Timber

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Structure Number: 31A322,  Location: .02 mi. S. of Mon. Co. 64 (Lat: 39.626200,  Lng: -79.930500),  Route carried "on" structure: County highway 857,  Year Built: 2011,  Status: Open,  Structure Length: 2.28m (7.48ft),  Average Daily Traffic: 9,900 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 15,345 (year 2041),  Design Load: HL 93,  Features Intersected: DECKERS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.311,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.6m (70.9ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 69.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 2.29m (7.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $207,000,  Roadway Improvement Cost: $91,000,  Total Project Cost: $354,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 31A326,  Location: 0.60 Mi W of Mon CR 81 (Lat: 39.591631,  Lng: -79.941219),  Route carried "on" structure: County highway 811,  Year Built: 2014,  Status: Open,  Structure Length: 1.33m (4.36ft),  Average Daily Traffic: 10 (year 2018),  Average Future Daily Traffic: 14 (year 2038),  Design Load: HL 93,  Features Intersected: Cobun Creek,  Facility Carried by Structure: Mon Co 81/1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.966,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 4.6m (15.1ft),  Out-to-Out Width: 4.7m (15.4ft)

Condition: Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 31A329,  Location: 0.16 mi E of Mon Co 46/3 (Lat: 39.639500,  Lng: -80.002000),  Route carried "on" structure: County highway 467,  Year Built: 2016,  Status: Open,  Structure Length: 7.92m (25.98ft),  Average Daily Traffic: 6,000 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 8,150 (year 2039),  Design Load: HL 93,  Features Intersected: I-79,  Facility Carried by Structure: MON CO 46/7
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.257,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 22.3m (73.2ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 1,  Length of Maximum Span: 41.8m (137.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 26.0m (85.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Other

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Structure Number: 31A331,  Location: 0.08 S. Mon. Co. 119/17 (Lat: 39.652600,  Lng: -79.914700),  Route carried "on" structure: US 119,  Year Built: 2017,  Status: Open,  Structure Length: 0.95m (3.12ft),  Average Daily Traffic: 19,200 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 26,100 (year 2038),  Design Load: HL 93,  Features Intersected: West Run
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.954,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.6m (28.2ft)

Condition: Culverts: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 31A904,  Location: 0.03 MI SOUTH CO RT 64 (Lat: 39.628819,  Lng: -79.934589),  Route carried "on" structure: City street N1095,  Year Built: 1960,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 2,000 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,725 (year 2041),  Features Intersected: DECKERS CREEK,  Facility Carried by Structure: WHITE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 8.2m (26.9ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021

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Structure Number: 31A905,  Location: 0.02 MI EAST CO RT 7/40 (Lat: 39.623161,  Lng: -79.921831),  Route carried "on" structure: County highway 687,  Year Built: 1912,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 750 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,025 (year 2041),  Features Intersected: KNOCKING RUN,  Facility Carried by Structure: MON CO RT. 68/7
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 5.3m (17.4ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Superstructure: Poor,  Channel: Good,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.68m (5.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $233,000,  Roadway Improvement Cost: $171,000,  Total Project Cost: $584,000 ( Estimate for 2021)

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Structure Number: 31A906,  Location: 0.05 MI EAST CO RT 7/40 (Lat: 39.623300,  Lng: -79.922681),  Route carried "on" structure: County highway 687,  Year Built: 1974,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 200 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 310 (year 2041),  Features Intersected: KNOCKING RUN,  Facility Carried by Structure: MON. CO. RT. 68/7
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.080,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.2m (30.2ft),  Curb-To-Curb Width: 6.0m (19.7ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 1.68m (5.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $312,000,  Roadway Improvement Cost: $254,000,  Total Project Cost: $571,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 31A907,  Location: 0.15 mi E of Mon. Co. 857 (Lat: 39.630931,  Lng: -79.929600),  Route carried "on" structure: County highway 770,  Year Built: 2015,  Status: Open,  Structure Length: 9.30m (30.51ft),  Average Daily Traffic: 2,000 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 3,100 (year 2041),  Design Load: HL 93,  Features Intersected: Mon.Co. 857, Hartman Run,  Facility Carried by Structure: Mon. Co. 7/70
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.660,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 36.6m (120.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 31A052,  Location: 0.01 MI SOUTH US RT 119 (Lat: 39.630581,  Lng: -79.957639),  Route carried "under" structure: US 1900,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 21,700 (year 2019),  Truck Traffic: 4%,  Features Intersected: PUBLIC RAPID TRANSIT,  Facility Carried by Structure: WVU PUBLIC TRANSIT
Minimum Vertical Clearance: 7.82m (25.66ft),  Kilometerpoint: 18.250,  Lanes under structure: 4,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 31A053,  Location: 0.19 MI NORTH US RT 119 (Lat: 39.635539,  Lng: -79.956619),  Route carried "under" structure: US 1900,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 24,100 (year 2019),  Truck Traffic: 4%,  Features Intersected: PUBLIC RAPID TRANSIT,  Facility Carried by Structure: WVU PUBLIC TRANSIT
Minimum Vertical Clearance: 6.10m (20.01ft),  Kilometerpoint: 18.717,  Lanes under structure: 2,  Length of Maximum Span: 40.5m (132.9ft)

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Structure Number: 31A056,  Location: 0.36 MI NORTH US RT 119 (Lat: 39.634369,  Lng: -79.956539),  Route carried "under" structure: US 1900,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 24,100 (year 2019),  Truck Traffic: 4%,  Features Intersected: PUBLIC RAPID TRANSIT,  Facility Carried by Structure: WVU PUBLIC TRANSIT
Minimum Vertical Clearance: 5.56m (18.24ft),  Kilometerpoint: 18.829,  Lanes under structure: 3,  Length of Maximum Span: 46.9m (153.9ft)

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Structure Number: 31A057,  Location: 0.28 MI SOUTH WV RT 705 (Lat: 39.645039,  Lng: -79.975611),  Route carried "under" structure: US 1900,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 18,400 (year 2019),  Truck Traffic: 4%,  Features Intersected: PUBLIC RAPID TRANSIT,  Facility Carried by Structure: WVU PUBLIC TRANSIT
Minimum Vertical Clearance: 5.74m (18.83ft),  Kilometerpoint: 21.018,  Lanes under structure: 4,  Length of Maximum Span: 35.7m (117.1ft)

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Structure Number: 31A118,  Location: 0.56 MI WEST I-68 (Lat: 39.578350,  Lng: -79.976200),  Route carried "under" structure: Ramp Interstate 6800,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 10,850 (year 0017),  Truck Traffic: 18%,  Features Intersected: I-68 EB Ramp and I-79,  Facility Carried by Structure: I-68 SOUTH
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Lanes under structure: 2,  Length of Maximum Span: 53.3m (174.9ft)

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Structure Number: 31A118,  Location: 0.56 MI WEST I-68 (Lat: 39.578350,  Lng: -79.976200),  Route carried "under" structure: Interstate 7900,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 50,275 (year 0017),  Truck Traffic: 18%,  Features Intersected: I-68 EB Ramp and I-79,  Facility Carried by Structure: I-68 SOUTH
Minimum Vertical Clearance: 6.93m (22.74ft),  Kilometerpoint: 239.486,  Lanes on structure: 2,  Lanes under structure: 4,  Length of Maximum Span: 53.3m (174.9ft)

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Structure Number: 31A121,  Location: 1.03 MI WEST WV RT 7 (Lat: 39.599689,  Lng: -79.930481),  Route carried "under" structure: County highway 6401,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 550 (year 0016),  Truck Traffic: 6%,  Features Intersected: Mon. Co. Rt. 64/1,  Facility Carried by Structure: INTERSTATE 68 WB
Minimum Vertical Clearance: 4.83m (15.85ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Lanes under structure: 2,  Length of Maximum Span: 18.0m (59.1ft)

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Structure Number: 31A122,  Location: 2.84 MI EAST US ROUTE 119 (Lat: 39.611300,  Lng: -79.922911),  Route carried "under" structure: State highway 700,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 21,375 (year 0016),  Truck Traffic: 7%,  Features Intersected: Deckers Ck.& WV Rt.7,  Facility Carried by Structure: INTERSTATE 68 WB
Minimum Vertical Clearance: 5.87m (19.26ft),  Kilometerpoint: 58.516,  Lanes on structure: 2,  Lanes under structure: 2,  Length of Maximum Span: 39.5m (129.6ft)

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Structure Number: 31A138,  Location: 1.03 MI WEST WV RT 7 (Lat: 39.599650,  Lng: -79.930239),  Route carried "under" structure: County highway 6401,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 500 (year 0018),  Truck Traffic: 6%,  Features Intersected: Mon. Co. Rt. 64/1,  Facility Carried by Structure: INTERSTATE 68 EB
Minimum Vertical Clearance: 4.83m (15.85ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Lanes under structure: 2,  Length of Maximum Span: 18.0m (59.1ft)

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Structure Number: 31A14,  Location: 2.84 MI EAST US RT 119 (Lat: 39.611600,  Lng: -79.922800),  Route carried "under" structure: State highway 700,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 22,600 (year 0018),  Truck Traffic: 7%,  Features Intersected: WV 7 Deckers Creek,  Facility Carried by Structure: INTERSTATE 68 EB
Minimum Vertical Clearance: 6.96m (22.83ft),  Kilometerpoint: 58.516,  Lanes on structure: 2,  Lanes under structure: 3,  Length of Maximum Span: 35.8m (117.5ft)

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Structure Number: 31A163,  Location: 0.47 MI SOUTH CO RT 77 (Lat: 39.531781,  Lng: -79.997561),  Route carried "under" structure: County highway 7904,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 1,500 (year 0018),  Truck Traffic: 6%,  Features Intersected: MON CO 79/4,  Facility Carried by Structure: INTERSTATE 79 NB
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 2.575,  Lanes on structure: 2,  Lanes under structure: 2,  Length of Maximum Span: 14.5m (47.6ft)

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Structure Number: 31A164,  Location: 0.47 MI SOUTH CO RT 77 (Lat: 39.531919,  Lng: -79.997739),  Route carried "under" structure: County highway 7904,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 1,500 (year 0018),  Truck Traffic: 6%,  Features Intersected: Mon. Co. 79/4,  Facility Carried by Structure: INTERSTATE 79 SB
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 2.575,  Lanes on structure: 2,  Lanes under structure: 2,  Length of Maximum Span: 12.6m (41.3ft)

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Structure Number: 31A165,  Location: 3.16 MI SOUTH I-68 (Lat: 39.537500,  Lng: -79.993000),  Route carried "under" structure: County highway 7700,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 1,600 (year 0018),  Truck Traffic: 6%,  Features Intersected: Mon. Co. Rt. 77,  Facility Carried by Structure: INTERSTATE 79 NB
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 0.193,  Lanes on structure: 2,  Lanes under structure: 2,  Length of Maximum Span: 15.6m (51.2ft)

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Structure Number: 31A166,  Location: 3.16 MI SOUTH I-68 (Lat: 39.537600,  Lng: -79.993300),  Route carried "under" structure: County highway 7700,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 1,600 (year 0018),  Truck Traffic: 6%,  Features Intersected: Mon. Co. Rt. 77,  Facility Carried by Structure: INTERSTATE 79 SB
Minimum Vertical Clearance: 5.84m (19.16ft),  Kilometerpoint: 0.193,  Lanes on structure: 2,  Lanes under structure: 2,  Length of Maximum Span: 15.4m (50.5ft)

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Structure Number: 31A167,  Location: 3.16 MI NORTH CO RT 77 (Lat: 39.578769,  Lng: -79.976039),  Route carried "under" structure: Ramp Interstate 6800,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 12,075 (year 0019),  Truck Traffic: 18%,  Features Intersected: I-68 Eastbound On-Ramp,  Facility Carried by Structure: INTERSTATE 79 NB
Minimum Vertical Clearance: 6.68m (21.92ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Lanes under structure: 2,  Length of Maximum Span: 20.6m (67.6ft)

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Structure Number: 31A168,  Location: 3.16 MI NORTH CO RT 77 (Lat: 39.578669,  Lng: -79.976269),  Route carried "under" structure: Interstate 6800,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 12,075 (year 0019),  Truck Traffic: 18%,  Features Intersected: I-68 Eastbound On-Ramp,  Facility Carried by Structure: INTERSTATE 79 SB
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Lanes under structure: 2,  Length of Maximum Span: 20.6m (67.6ft)

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Structure Number: 31A169,  Location: 0.46 MILES NORTH I-68 (Lat: 39.584669,  Lng: -79.979219),  Route carried "under" structure: County highway 7300,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 2,900 (year 0018),  Truck Traffic: 6%,  Features Intersected: Mon. Co. Rt. 73,  Facility Carried by Structure: INTERSTATE 79
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 12.376,  Lanes on structure: 6,  Lanes under structure: 2,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 31A17,  Location: 0.55 MILE NORTH OF I-68 (Lat: 39.588211,  Lng: -79.979250),  Route carried "under" structure: County highway 7307,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 50 (year 0018),  Features Intersected: Monongahela River,  Facility Carried by Structure: INTERSTATE 79
Minimum Vertical Clearance: 29.92m (98.16ft),  Kilometerpoint: 0.306,  Lanes on structure: 5,  Lanes under structure: 2,  Length of Maximum Span: 146.3m (480.0ft)

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Structure Number: 31A17,  Location: 0.55 MILE NORTH OF I-68 (Lat: 39.588211,  Lng: -79.979250),  Route carried "under" structure: County highway 459,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 50 (year 0018),  Truck Traffic: 6%,  Features Intersected: Monongahela River,  Facility Carried by Structure: INTERSTATE 79
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 2.221,  Lanes on structure: 5,  Lanes under structure: 2,  Length of Maximum Span: 146.3m (480.0ft)

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Structure Number: 31A187,  Location: 0.45 MI SOUTH CR 53 (Lat: 39.675061,  Lng: -79.980989),  Route carried "under" structure: State highway 10000,  Year Built: 1940,  Structure Length: 0. m,  Average Daily Traffic: 4,100 (year 2019),  Truck Traffic: 7%,  Features Intersected: WV 100,  Facility Carried by Structure: MINE CONVEYOR BELT
Minimum Vertical Clearance: 12.19m (39.99ft),  Kilometerpoint: 5.601,  Lanes under structure: 2,  Length of Maximum Span: 19.7m (64.6ft)

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Structure Number: 31A188,  Location: 0.02 MI NORTH CO RT 53 (Lat: 39.678981,  Lng: -79.978589),  Route carried "under" structure: State highway 10000,  Year Built: 1923,  Structure Length: 0. m,  Average Daily Traffic: 2,900 (year 2019),  Truck Traffic: 7%,  Features Intersected: NORFOLK SOUTHERN RR,  Facility Carried by Structure: NORFOLK SOUTHERN
Minimum Vertical Clearance: 4.01m (13.16ft),  Kilometerpoint: 6.357,  Lanes under structure: 2,  Length of Maximum Span: 9.4m (30.8ft)

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Structure Number: 31A195,  Location: 0.25 MI NORTH CO RT 76 (Lat: 39.584031,  Lng: -79.953719),  Route carried "under" structure: Interstate 6800,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 41,600 (year 0018),  Truck Traffic: 18%,  Features Intersected: I-68 EB & WB,  Facility Carried by Structure: US ROUTE 119
Minimum Vertical Clearance: 11.89m (39.01ft),  Kilometerpoint: 2.173,  Lanes on structure: 4,  Lanes under structure: 6,  Length of Maximum Span: 29.6m (97.1ft)

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Structure Number: 31A26,  Location: 0.12 MI NORTH WV RT 100 (Lat: 39.680139,  Lng: -79.976750),  Route carried "under" structure: County highway 5300,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 3,000 (year 2019),  Truck Traffic: 6%,  Features Intersected: MINE CONVEYOR BELT,  Facility Carried by Structure: MINE CONVEYOR BELT
Minimum Vertical Clearance: 9.14m (29.99ft),  Kilometerpoint: 0.193,  Lanes under structure: 2,  Length of Maximum Span: 25.3m (83.0ft)

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Structure Number: 31A329,  Location: 0.16 mi E of Mon Co 46/3 (Lat: 39.639500,  Lng: -80.001600),  Route carried "under" structure: County highway 4607,  Year Built: 2016,  Structure Length: 0. m,  Average Daily Traffic: 44,100 (year 0018),  Truck Traffic: 18%,  Features Intersected: I-79,  Facility Carried by Structure: MON CO 46/7
Minimum Vertical Clearance: 13.87m (45.51ft),  Kilometerpoint: 246.712,  Lanes on structure: 4,  Lanes under structure: 4,  Length of Maximum Span: 41.8m (137.1ft)

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Structure Number: 31A333,  Location: 0.33 MI NORTH US RT 119 (Lat: 39.635011,  Lng: -79.956589),  Route carried "under" structure: US 19,  Year Built: 2020,  Structure Length: 0. m,  Average Daily Traffic: 24,100 (year 2019),  Truck Traffic: 4%,  Features Intersected: Pedestrian Walkway,  Facility Carried by Structure: Walkway
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 18.781,  Lanes under structure: 3,  Length of Maximum Span: 22.1m (72.5ft)

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Structure Number: 31A907,  Location: 0.15 mi E of Mon. Co. 857 (Lat: 39.630800,  Lng: -79.929300),  Route carried "under" structure: County highway 85700,  Year Built: 2015,  Structure Length: 0. m,  Average Daily Traffic: 9,800 (year 2018),  Truck Traffic: 6%,  Features Intersected: Mon.Co. 857, Hartman Run,  Facility Carried by Structure: Mon. Co. 7/70
Minimum Vertical Clearance: 13.72m (45.01ft),  Kilometerpoint: 6.486,  Lanes on structure: 2,  Lanes under structure: 2,  Length of Maximum Span: 36.6m (120.1ft)