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


  • National Bridge Inventory (NBI) Statistics
  • 11Number of bridges
  • 206m676ftTotal length
  • $900,000Total costs
  • 351,126Total average daily traffic
  • 10,332Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Short Pump
  • No street view available for this location

New bridges - Historical Statistics

  • 41960-1969
  • 21980-1989
  • 52000-2009

Average Daily Traffic

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Channel

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Structure Number: 9778,  Location: 0.17GOOCH CO 2.17I 295 WB (Lat: 37.667300,  Lng: -77.641981),  Route carried "on" structure: Interstate 64,  Year Built: 1968,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 30,689 (year 2008),  Truck Traffic: 5%,  Average Future Daily Traffic: 33,500 (year 2019),  Design Load: HS 20,  Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 282.975,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  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: December 13
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Structure Number: 9779,  Location: 0.17GOOCH CO 2.17I 295 WB (Lat: 37.667842,  Lng: -77.641583),  Route carried "on" structure: Interstate 64,  Year Built: 1968,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 18,000 (year 1994),  Truck Traffic: 8%,  Average Future Daily Traffic: 33,500 (year 2019),  Design Load: HS 20,  Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 283.007,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  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: December 13
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Structure Number: 978,  Location: 0.80GOOCH CO 1.54I 295 WB (Lat: 37.663250,  Lng: -77.631892),  Route carried "on" structure: Interstate 64,  Year Built: 1968,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 30,689 (year 2008),  Truck Traffic: 5%,  Average Future Daily Traffic: 33,500 (year 2025),  Design Load: HS 20,  Features Intersected: Mills Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 283.989,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 2 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: Satisfactory,  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: December 13
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Structure Number: 9781,  Location: 0.82GOOCH CO 1.52I 295 WB (Lat: 37.663667,  Lng: -77.631358),  Route carried "on" structure: Interstate 64,  Year Built: 1968,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 18,000 (year 1994),  Truck Traffic: 8%,  Average Future Daily Traffic: 33,500 (year 2019),  Design Load: HS 20,  Features Intersected: Mills Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 284.053,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 2 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: Satisfactory,  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: December 13
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Structure Number: 9915,  Location: 0.0 TO 64 & 1.74 TO NUCKO (Lat: 37.655208,  Lng: -77.605667),  Route carried "on" structure: Interstate 295,  Year Built: 1980,  Status: Open,  Structure Length: 10.24m (33.60ft),  Average Daily Traffic: 13,500 (year 1994),  Truck Traffic: 4%,  Average Future Daily Traffic: 18,900 (year 2022),  Design Load: HS 20+Mod,  Features Intersected: ROUTE I-64
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 1,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.3m (73.2ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 37.8m (124.0ft),  Curb-To-Curb Width: 21.5m (70.5ft),  Out-to-Out Width: 22.5m (73.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 73.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 57.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 26671,  Location: 0.41 FR 250 & 0.64 KAIN (Lat: 37.657033,  Lng: -77.611739),  Route carried "on" structure: State highway 271,  Year Built: 2008,  Status: Open,  Structure Length: 10.39m (34.09ft),  Average Daily Traffic: 11,345 (year 2008),  Truck Traffic: 2%,  Average Future Daily Traffic: 14,000 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: ROUTE I-64,  Facility Carried by Structure: POUNCEY TRACT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.660,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Skew: 23 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 52.5m (172.2ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 25.1m (82.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 87.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 67.2 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.20m (30.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 13,  Bridge Improvement Cost: $800,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $900,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 26672,  Location: 0.15 64 EBL 0.33 295 EBL (Lat: 37.656639,  Lng: -77.609936),  Route carried "on" structure: Ramp Interstate 64,  Year Built: 2009,  Status: Open,  Structure Length: 53.80m (176.51ft),  Average Daily Traffic: 24,529 (year 2007),  Average Future Daily Traffic: 29,400 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: RTES I-64 AND I-295 WBL,  Facility Carried by Structure: FLYOVER TO 295 EBL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 16,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 59.1m (193.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 60.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: March 14,  Critical Feature Inspection Date: March 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 9915,  Location: 0.0 TO 64 & 1.74 TO NUCKO (Lat: 37.655208,  Lng: -77.605667),  Route carried "under" structure: Interstate 64,  Year Built: 1980,  Structure Length: 10.24m (33.60ft),  Average Daily Traffic: 55,004 (year 2008),  Truck Traffic: 1%,  Features Intersected: ROUTE I-64,  Facility Carried by Structure: WBL ROUTE 0295
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 28.645,  Lanes on structure: 1,  Lanes under structure: 7,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.8m (124.0ft)

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Structure Number: 26671,  Location: 0.41 FR 250 & 0.64 KAIN (Lat: 37.657033,  Lng: -77.611739),  Route carried "under" structure: Interstate 64,  Year Built: 2008,  Structure Length: 10.39m (34.09ft),  Average Daily Traffic: 61,378 (year 2008),  Truck Traffic: 5%,  Features Intersected: ROUTE I-64,  Facility Carried by Structure: POUNCEY TRACT ROAD
Minimum Vertical Clearance: 5.38m (17.65ft),  Kilometerpoint: 285.887,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 52.5m (172.2ft)

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Structure Number: 26672,  Location: 0.15 64 EBL 0.33 295 EBL (Lat: 37.656639,  Lng: -77.609936),  Route carried "under" structure: Interstate 64,  Year Built: 2009,  Structure Length: 53.80m (176.51ft),  Average Daily Traffic: 63,463 (year 2007),  Features Intersected: RTES I-64 AND I-295 WBL,  Facility Carried by Structure: FLYOVER TO 295 EBL
Minimum Vertical Clearance: 10.67m (35.01ft),  Kilometerpoint: 286.241,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 59.1m (193.9ft)

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Structure Number: 26672,  Location: 0.15 64 EBL 0.33 295 EBL (Lat: 37.656639,  Lng: -77.609936),  Route carried "under" structure: Interstate 295,  Year Built: 2009,  Structure Length: 53.80m (176.51ft),  Average Daily Traffic: 24,529 (year 2007),  Features Intersected: RTES I-64 AND I-295 WBL
Minimum Vertical Clearance: 6.45m (21.16ft),  Kilometerpoint: 0.193,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 59.1m (193.9ft)

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