Worst Bridges in Virginia

Bridges with the lowest condition ratings in Virginia. Virginia has 478 bridges in poor condition (3.4% of 14,121 total bridges).

14,121

Total Bridges

3.4%

In Poor Condition

478

Poor Bridges

10

Listed Below

Understanding Bridge Conditions in Virginia

Virginia's bridge infrastructure reflects decades of construction, maintenance, and replacement decisions influenced by geography, climate, traffic patterns, and available funding. With 478 bridges currently rated in poor condition (3.4% of the total inventory), understanding what these ratings mean helps residents and policymakers make informed decisions about infrastructure investment.

Federal inspectors evaluate three key components on every highway bridge: the deck (the driving surface and its immediate supports), the superstructure (beams, girders, trusses, or other primary load-carrying members), and the substructure (piers, abutments, and foundations that transfer loads to the ground). Each component receives a rating from 0 to 9, with the lowest of these three ratings determining the overall condition category. A rating of 4 or below classifies a bridge as “poor,” indicating significant structural deterioration that warrants prioritized attention.

Poor-rated bridges remain safe for use at their posted limits because federal law requires that any bridge with load-carrying deficiencies be either repaired, posted with weight restrictions, or closed. Many poor-rated bridges receive more frequent inspections than the standard 24-month cycle, allowing engineers to monitor deterioration rates and ensure conditions have not worsened beyond safe operating limits. Weight restrictions protect the structure while allowing continued service until rehabilitation or replacement can be funded and constructed.

Infrastructure investment decisions involve difficult trade-offs between maintaining aging structures and building new capacity. Bridges listed below represent the most deteriorated structures in Virginia's inventory, where rehabilitation or replacement investment would have the greatest impact on improving overall infrastructure condition. Understanding where these bridges are located helps communities advocate for appropriate funding and plan alternative routes when load restrictions affect commercial traffic.

Condition Rating Scale

0-2

Failed to Critical

Closed or severely restricted. Major deterioration requiring immediate action.

3-4

Serious to Poor

Significant deterioration affecting capacity. Often weight-restricted.

5-6

Fair

Minor deterioration visible. Maintenance recommended but not urgent.

7-9

Good to Excellent

Components in sound condition with no significant deficiencies.

Lowest Rated Bridges in Virginia

RankBridgeRatingYear BuiltCondition
#1Big Branch Road

over DISMAL CREEK

4.25 fr 629; 0.05 to 638

01973Poor
#2SILINGS ROAD

over CRIPPLE CREEK

.60M TO 619 & .00M TO 642

01963Poor
#3IRON BRIDGE ROAD

over MEHERRIN RIVER

.16FR 673 & 1.2 TO 685

11884Poor
#4Jeb Stuart Highway

over Staunton River

0.00-CharCL/ 0.00-HalfxCL

11930Poor
#5OAK HILL ROAD

over UNNAMED TRIBUTARY

0006AMHERT DR0005PARK AVE

11991Poor
#6Mossing Ford Road

over Roanoke Creek

0.46 to 643 - 0.06 to 767

21960Poor
#7SCOTT ROAD

over I 95

0.40 FR 1 & 1.30 MAG PKWY

21962Poor
#8TILT HAMMER CR.

over CHRISTIANS CREEK

0.18 RT 612 - 0.16 RT 617

31900Poor
#9CHRISTANNA HWY.

over NOTTOWAY RV (SPILLWAY)

0.0 BRUNSW CO 0.0 NOTTW C

31942Poor
#10OLD COLCHESTER RD.

over POHICK CREEK

0.90FR1 / 0.90TO242

31950Poor

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Data Source: Federal Highway Administration (FHWA) National Bridge Inventory 2024

Bridge inspection data is typically updated every 24 months. Conditions may have changed since the last inspection.

“Structurally deficient” does not mean a bridge is unsafe or likely to collapse. It indicates that one or more key structural elements are in poor or worse condition. Bridges are inspected regularly and may have load restrictions in place.

This data is for informational purposes only and should not be used for route clearance or vehicle weight decisions.