Bridge Statistics for Dumbarton, Virginia (VA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 9604,  Location: .41frDickens/.45toGlensid (Lat: 37.604719,  Lng: -77.508589),  Route carried "on" structure: County highway 7647,  Year Built: 1967,  Status: Posted for load,  Structure Length: 8.30m (27.23ft),  Average Daily Traffic: 4,117 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 4,529 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RTE I 64,  Facility Carried by Structure: BETHLEHEM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.716,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.8m (81.4ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Operating Rating: 87.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: October 2020,  Other Special Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 9606,  Location: 0.20BETHLEHEM & 0.55 TO33 (Lat: 37.601542,  Lng: -77.500708),  Route carried "on" structure: County highway 7546,  Year Built: 1967,  Status: Open,  Structure Length: 8.51m (27.92ft),  Average Daily Traffic: 5,919 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 6,659 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ROUTE 0064,  Facility Carried by Structure: DICKENS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.207,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.2m (72.8ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Poor,  Operating Rating: 77.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 43.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: October 2020,  Other Special Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 961,  Location: .35frForest & .28 to 250 (Lat: 37.605864,  Lng: -77.522322),  Route carried "on" structure: County highway 7536,  Year Built: 1967,  Status: Open,  Structure Length: 12.21m (40.06ft),  Average Daily Traffic: 22,237 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 24,461 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ROUTE I-64,  Facility Carried by Structure: GLENSIDE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 5,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 24 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 32.3m (106.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 22.6m (74.1ft),  Out-to-Out Width: 28.2m (92.5ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.22m (40.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $800,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $905,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 9642,  Location: 0.09 FR 33 & 1.25 TO 161 (Lat: 37.603558,  Lng: -77.490200),  Route carried "on" structure: County highway ,  Year Built: 1966,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 13,636 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 19,090 (year 2040),  Design Load: HS 20,  Features Intersected: CSX RAILWAY,  Facility Carried by Structure: DUMBARTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.145,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 21 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.1m (102.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 22.3m (73.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 51.8 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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 5.79m (19.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $580,000,  Roadway Improvement Cost: $90,000,  Total Project Cost: $764,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 9691,  Location: .12 LIBBIE & .33 DICKENS (Lat: 37.596908,  Lng: -77.499978),  Route carried "on" structure: County highway ,  Year Built: 1990,  Status: Posted for load,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 4,549 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 5,004 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: HORSEPEN BRANCH,  Facility Carried by Structure: BETHLEHEM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.443,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 28.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 16.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 9699,  Location: 0.42 TO GLENSIDE DRIVE (Lat: 37.606486,  Lng: -77.509686),  Route carried "on" structure: County highway ,  Year Built: 1967,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 4,117 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 4,529 (year 2040),  Design Load: HS 20,  Features Intersected: UPHAM BROOK,  Facility Carried by Structure: BETHLEHEM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.792,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020

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Structure Number: 9736,  Location: 0.11 TO WISTAR ROAD (Lat: 37.620889,  Lng: -77.501925),  Route carried "on" structure: US 33,  Year Built: 1956,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 28,152 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 39,071 (year 2040),  Design Load: HS 20,  Features Intersected: STREAM,  Facility Carried by Structure: STAPLES MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 208.121,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 32.9m (107.9ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.2m (3.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021

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Structure Number: 9739,  Location: 0.33BETHLEHEM0.28DICKEN R (Lat: 37.597817,  Lng: -77.491447),  Route carried "on" structure: US 33,  Year Built: 1967,  Status: Open,  Structure Length: 8.27m (27.13ft),  Average Daily Traffic: 16,692 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 18,361 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RTE I 64,  Facility Carried by Structure: STAPLES MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 210.972,  Lanes on structure: 6,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.6m (84.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 31.7m (104.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 9743,  Location: 0.1 I-64 W & .11 DICKENS (Lat: 37.599511,  Lng: -77.491147),  Route carried "on" structure: US 33,  Year Built: 1964,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 16,692 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 18,361 (year 2040),  Design Load: HS 20,  Features Intersected: HORSEPEN BRANCH,  Facility Carried by Structure: STAPLES MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 210.774,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020

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Structure Number: 9744,  Location: 0.29 TO 64 & 0.94 TO 356 (Lat: 37.601422,  Lng: -77.490944),  Route carried "on" structure: US 33,  Year Built: 1966,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 28,586 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 36,920 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: UPHAM BROOK,  Facility Carried by Structure: STAPLES MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 210.573,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 24 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020

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Structure Number: 9774,  Location: 0.3 TO 64 WBL & 0.1 TO 33 (Lat: 37.598161,  Lng: -77.493992),  Route carried "on" structure: Ramp Interstate 64,  Year Built: 1967,  Status: Open,  Structure Length: 7.86m (25.79ft),  Average Daily Traffic: 10,730 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 13,478 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I-64
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.7m (84.3ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.86m (25.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $120,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $135,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 9776,  Location: 0.4 FR 33 & 0.55 WCL RICH (Lat: 37.596297,  Lng: -77.486503),  Route carried "on" structure: Interstate 64,  Year Built: 1967,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 15.76m (51.71ft),  Average Daily Traffic: 59,938 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 83,913 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CSXT RAILROAD ACCA YARD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 299.403,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 1,  Length of Maximum Span: 54.3m (178.1ft),  Curb-To-Curb Width: 22.5m (73.8ft),  Out-to-Out Width: 23.5m (77.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 94.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 72.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 9777,  Location: 0.4 FR 33 & 0.54 WCL RICH (Lat: 37.596567,  Lng: -77.486661),  Route carried "on" structure: Interstate 64,  Year Built: 1967,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 15.01m (49.25ft),  Average Daily Traffic: 62,728 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 87,819 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CSXT RAILROAD ACCA YARD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 299.338,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 1,  Length of Maximum Span: 51.2m (168.0ft),  Curb-To-Curb Width: 26.9m (88.3ft),  Out-to-Out Width: 27.9m (91.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 52.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 98,  Location: 0.40DICKEN RD & 0.20 33 (Lat: 37.597922,  Lng: -77.495061),  Route carried "on" structure: Interstate 64,  Year Built: 1968,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 122,666 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 152,092 (year 2040),  Design Load: HS 20,  Features Intersected: HORSEPEN BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 298.534,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 31.1m (102.0ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021

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Structure Number: 9813,  Location: 0.10 TO I-64 & 0.1 TO 250 (Lat: 37.606767,  Lng: -77.519136),  Route carried "on" structure: Ramp Interstate 64,  Year Built: 1980,  Status: Open,  Structure Length: 1.72m (5.64ft),  Average Daily Traffic: 2,882 (year 2020),  Average Future Daily Traffic: 4,035 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: LOOP D O UPHAM BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.1m (10.2ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020

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Structure Number: 9884,  Location: 0.5 LIBBIE & .02 HORSPEN (Lat: 37.595581,  Lng: -77.510656),  Route carried "on" structure: US 250,  Year Built: 1958,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 26,061 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 28,667 (year 2040),  Design Load: HS 20,  Features Intersected: HORSEPEN CREEK,  Facility Carried by Structure: BROAD STREET ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 258.125,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 27.4m (89.9ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Good,  Culverts: Fair,  Operating Rating: 71.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 54.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: 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: September 2021

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Structure Number: 9887,  Location: 0.53LIBBIE AV0.01HORSEPEN (Lat: 37.595531,  Lng: -77.510597),  Route carried "on" structure: US 250,  Year Built: 1962,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 26,061 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 28,667 (year 2040),  Design Load: H 20,  Features Intersected: HORSEPEN CREEK,  Facility Carried by Structure: BROAD STREET ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 258.109,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.9m (6.2ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to 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

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Structure Number: 9888,  Location: 0.13 TO 64 & 0.10GLENSIDE (Lat: 37.607075,  Lng: -77.517369),  Route carried "on" structure: US 250,  Year Built: 1967,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 35,574 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 39,131 (year 2040),  Design Load: HS 20,  Features Intersected: UPHAM BROOK,  Facility Carried by Structure: BROAD STREET ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 256.673,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 27.4m (89.9ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.8m (9.2ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to 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: December 2021

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Structure Number: 9889,  Location: 0.33 MI FR DICKEN RD (Lat: 37.606056,  Lng: -77.516656),  Route carried "on" structure: US 250,  Year Built: 1967,  Status: Open,  Structure Length: 12.04m (39.50ft),  Average Daily Traffic: 36,401 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 50,596 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: BROAD ST O RTE I 64,  Facility Carried by Structure: BROAD STREET ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 256.822,  Lanes on structure: 5,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 23 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 29.1m (95.5ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 25.0m (82.0ft),  Out-to-Out Width: 26.5m (86.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.92m (39.11ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $520,000,  Roadway Improvement Cost: $235,000,  Total Project Cost: $921,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 10013,  Location: 0.10 TO 33 & 1.33 TO 161 (Lat: 37.613647,  Lng: -77.494903),  Route carried "on" structure: State highway 356,  Year Built: 1982,  Status: Open,  Structure Length: 7.00m (22.97ft),  Average Daily Traffic: 13,585 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 14,944 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CSX RAILWAY,  Facility Carried by Structure: HILLIARD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 21 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 25.3m (83.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 9604,  Location: .41frDickens/.45toGlensid (Lat: 37.604719,  Lng: -77.508589),  Route carried "under" structure: Interstate 64,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 121,000 (year 2017),  Truck Traffic: 3%,  Features Intersected: RTE I 64,  Facility Carried by Structure: BETHLEHEM ROAD
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 296.716,  Lanes on structure: 2,  Lanes under structure: 7,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.8m (81.4ft)

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Structure Number: 9606,  Location: 0.20BETHLEHEM & 0.55 TO33 (Lat: 37.601542,  Lng: -77.500708),  Route carried "under" structure: Interstate 64,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 121,000 (year 2017),  Truck Traffic: 3%,  Features Intersected: ROUTE 0064,  Facility Carried by Structure: DICKENS ROAD
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 297.810,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.2m (72.8ft)

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Structure Number: 961,  Location: .35frForest & .28 to 250 (Lat: 37.605864,  Lng: -77.522322),  Route carried "under" structure: Interstate 64,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 91,000 (year 2020),  Truck Traffic: 4%,  Features Intersected: ROUTE I-64,  Facility Carried by Structure: GLENSIDE DRIVE
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 295.622,  Lanes on structure: 5,  Lanes under structure: 7,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.3m (106.0ft)

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Structure Number: 961,  Location: .35frForest & .28 to 250 (Lat: 37.605864,  Lng: -77.522322),  Route carried "under" structure: Ramp Interstate 64,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 3,400 (year 2020),  Features Intersected: ROUTE I-64,  Facility Carried by Structure: GLENSIDE DRIVE
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 0.628,  Lanes on structure: 5,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.3m (106.0ft)

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Structure Number: 9739,  Location: 0.33BETHLEHEM0.28DICKEN R (Lat: 37.597817,  Lng: -77.491447),  Route carried "under" structure: Interstate 64,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 152,000 (year 2017),  Truck Traffic: 3%,  Features Intersected: RTE I 64,  Facility Carried by Structure: STAPLES MILL ROAD
Minimum Vertical Clearance: 5.56m (18.24ft),  Kilometerpoint: 298.759,  Lanes on structure: 6,  Lanes under structure: 9,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.6m (84.0ft)

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Structure Number: 9741,  Location: 0.12 TO 64 & 0.16DICKEN R (Lat: 37.599308,  Lng: -77.491183),  Route carried "under" structure: Ramp Interstate 64,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 12,000 (year 2017),  Truck Traffic: 1%,  Features Intersected: RMP E OF RTE I 64,  Facility Carried by Structure: STAPLES MILL ROAD
Minimum Vertical Clearance: 5.74m (18.83ft),  Kilometerpoint: 0.080,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.2m (53.1ft)

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Structure Number: 9774,  Location: 0.3 TO 64 WBL & 0.1 TO 33 (Lat: 37.598161,  Lng: -77.493992),  Route carried "under" structure: Interstate 64,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 136,500 (year 2017),  Truck Traffic: 3%,  Features Intersected: I-64
Minimum Vertical Clearance: 5.38m (17.65ft),  Kilometerpoint: 298.582,  Lanes on structure: 2,  Lanes under structure: 7,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.7m (84.3ft)

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Structure Number: 9889,  Location: 0.33 MI FR DICKEN RD (Lat: 37.606056,  Lng: -77.516656),  Route carried "under" structure: Ramp Interstate 64,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 4,800 (year 2019),  Features Intersected: BROAD ST O RTE I 64,  Facility Carried by Structure: BROAD STREET ROAD
Minimum Vertical Clearance: 7.09m (23.26ft),  Kilometerpoint: 1.191,  Lanes on structure: 5,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.1m (95.5ft)

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Structure Number: 9889,  Location: 0.33 MI FR DICKEN RD (Lat: 37.606056,  Lng: -77.516656),  Route carried "under" structure: Interstate 64,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 122,000 (year 2019),  Truck Traffic: 3%,  Features Intersected: BROAD ST O RTE I 64,  Facility Carried by Structure: BROAD STREET ROAD
Minimum Vertical Clearance: 6.22m (20.41ft),  Kilometerpoint: 296.587,  Lanes on structure: 5,  Lanes under structure: 7,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.1m (95.5ft)