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CASE STUDY

Marina Pier Repair at Casa de Campo, Dominican Republic

A marina pier repair at Marina Casa de Campo in La Romana: six corroded concrete fingers rehabilitated in 2026 with underwater-applied glass FRP on the piles and pile caps and new GFRP-reinforced access slabs, while limiting disruption to marina operations.

  • PRODUCT: WET LAYUP GFRP
  • APPLICATION: MARINA PILES & PILE CAPS
  • INDUSTRY: PORTS & MARINE
Crew wrapping a concrete marina pile cap with overlapping glass FRP bands at Marina Casa de Campo, Dominican Republic
6 concrete marina fingers in the pilot program
marina fingers rehabilitated
6
length of each finger
8.0 m
structural zones, each repaired to its condition
3
steel-equivalent tensile capacity of the glass fabric
No. 4 @ 6 in.

Project Details

MARINA
Marina Casa de Campo
LOCATION
La Romana, Dominican Republic
STRUCTURE
Six 8.0 m concrete fingers, each with two 500 x 500 mm piles, a pile cap about 850 x 850 mm and 4.5 m long and a 200 mm access slab 3.5 m long
FRP SYSTEM
Wet layup biaxial glass fabric with chopped-strand mat and two-part epoxy resin, applied underwater
NEW SLABS
Concrete reinforced with GFRP bars
CONSTRUCTION
June to July 2026
CONTRACTOR
Holsteinson & Associates
FRP SYSTEM AND ENGINEERING SUPPORT
QuakeWrap, Inc.

01 · THE CHALLENGE

Concrete Marina Fingers Corroding in Caribbean Seawater

Marina Casa de Campo, on the southeastern coast of the Dominican Republic, is one of the Caribbean's largest full-service marinas, with about 350 slips and berths for vessels up to 250 ft long. Its reinforced-concrete fingers face constant saltwater, airborne chlorides, moisture and oxygen. Once chlorides reach the reinforcing steel, corrosion products crack and delaminate the concrete cover and eventually cause spalling.

Each finger has three zones: two 500 x 500 mm piles, a recessed pile cap about 850 x 850 mm and 4.5 m long, and a 200 mm access slab connecting it to the main pier. Assessment showed the zones had deteriorated at different rates. The access slabs had advanced reinforcement corrosion and significant spalling, while the piles and caps had only localized damage.

The owners and residents chose to start with six fingers, in three opposing pairs, so they could judge the finished appearance and performance before deciding whether to extend the program to the marina's many other fingers.

Diagram of a concrete marina finger: 3.5 m access slab, 4.5 m pile cap and two 500 x 500 mm piles, 8.0 m overall

02 · PILES AND PILE CAPS

Underwater Glass FRP Wraps Instead of Replacement

Divers removed marine growth, contamination and unsound concrete from the piles, then restored voids and damaged areas with cementitious repair grout. Four-foot-wide biaxial glass fabric was saturated with a two-part epoxy and rolled around a PVC pipe, a compact package the dive team could position and unroll underwater without folding or tangling the wet laminate. Each square pile got one full turn plus a 12-in. closure overlap, consolidated with layers of shrink wrap during cure.

On the pile caps, 4-ft strips ran over the top, down both sides and back across the recessed underside for continuous transverse reinforcement. Adjacent bands overlapped 8 in. along the 4.5 m cap, and the end faces were wrapped to close the shell. A thin epoxy layer with broadcast sand gives the top a slip-resistant walking surface.

  • Tensile capacity equivalent to No. 4 steel bars at 6 in. on center
  • Fibers in two directions for flexure, shear and confinement
  • Chopped-strand mat forms a resin-rich, continuous outer layer
  • No cofferdams or heavy lifting equipment
Diver in the water at a marina finger pile cap while the crew above stages the underwater glass FRP installation at Casa de Campo

INSTALLATION SEQUENCE

Marina Pier Repair Sequence for the Piles and Pile Caps

The same five steps restored and encapsulated the retained concrete in Zones A and B.

GET A PILE REPAIR CONSULTATION
  1. Clean

    Remove marine growth, surface contamination and unsound or spalled concrete to reach a sound substrate.

  2. Restore

    Fill voids and damaged areas with cementitious repair grout to reestablish the member geometry.

  3. Saturate and roll

    Saturate 4-ft biaxial glass fabric with two-part epoxy and roll it on a PVC pipe for handling underwater.

  4. Wrap and overlap

    Piles: one full turn plus a 12-in. closure. Caps: transverse bands overlapped 8 in., end faces encapsulated.

  5. Consolidate and finish

    Shrink wrap holds the pile laminate against the concrete during cure. Cap tops get epoxy with broadcast sand.

03 · ACCESS SLABS

Replacement Slabs Reinforced With GFRP Bars

Corrosion and spalling in the 200 mm access slabs were too extensive to patch, so they were demolished. The new slabs were formed to the original 3.5 m geometry: a rectangular segment about 0.85 m wide, then a trapezoidal segment widening to about 1.5 m at the main pier.

Instead of steel, the new slabs are reinforced with GFRP bars. Because the bars do not corrode, they remove the mechanism that destroyed the original slabs.

Workers tying a GFRP bar mat in the forms for a replacement marina access slab at Casa de Campo

04 · THE RESULT

Concrete Marina Finger Repair That Kept the Supports

Tailoring the work to each zone avoided replacing serviceable piles and caps. The cured glass FRP jacket strengthens them and greatly reduces the entry of seawater, chlorides, moisture and oxygen, protects the cementitious repairs and helps contain the concrete if it cracks in the future. Because the fabric went on underwater, normal marina activities saw limited disruption.

Two forms of glass reinforcement work together: GFRP bars inside the new slabs and GFRP fabric outside the retained piles and caps. The six-finger pilot now lets the owners and residents see the finished result before deciding whether to extend the system to the remaining fingers.

  • Sound surface preparation and full fabric saturation
  • Closure and strip overlaps for structural and environmental continuity
  • PVC-tube handling underwater and shrink wrap consolidation during cure
Completed marina finger with glass FRP wrapped pile and pile cap and a new GFRP-reinforced access slab
U.S. Navy divers repairing piles with PileMedic FRP

Have Marina Piles or Pile Caps That Need Repair?

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