Boat Ramps

Because fiber and rebar do different jobs. Fiber controls shrinkage cracking, but it does not replace rebar's structural role under live vehicle loads from a truck and trailer. We pour every ramp with #4 or #5 rebar on a grid and don't substitute fiber for structural steel. Thinner or under-reinforced ramps crack within 2 to 3 seasons, so if a contractor offers fiber in place of rebar on a ramp, that's a warning sign.

Cast-in-place reinforced concrete is our standard for private and commercial ramps: 6 to 8 inches thick, rebar on a grid, custom width and length to your site, and a 30-plus year life, though it requires coordinating the cure time with water levels. Precast concrete planks set with a crane remove the on-site cure-time risk and install fast, which is useful when pour timing is difficult, but they have limited width options and the plank joints need detailing. We'll recommend based on your site access and water schedule.

The main factors are the ramp width and total length into the water, the concrete thickness and reinforcement, the shoreline grade and how much excavation is required, any dock wings, handrails, or guide pilings you add, and the permits plus any required environmental mitigation. We size the ramp to your boat and traffic pattern rather than a one-size catalog spec, and we give a free on-site grade survey so the quote reflects your actual conditions.

Very little. A cast-in-place reinforced ramp holds up under continuous wet-dry cycling and just needs the expansion joints inspected every 3 to 5 years. Precast plank ramps need the plank joints re-sealed every 5 to 7 years. The reinforcement and proper expansion joints we build in are what keep a ramp from cracking, so the upkeep stays minimal across its 25 to 30-plus year life.

Yes, we can scope the full launch facility: the approach pad and turning area, a staging zone with tie-down anchors, guide pilings on each side of the ramp, side walls or riprap where the bank is steep, and handrails or grab bars for safety. Doing the ramp, approach, and bank stabilization in one mobilization saves significantly versus phasing them across separate trips.

Steep or eroded banks need bank stabilization alongside the ramp, typically a combination of side walls, which are small retaining walls or bulkhead sections that hold the approach slot, riprap armor on the bank face to break wave energy, and re-grading with revegetation behind the armor. We scope that full bank work as part of the ramp project so the ramp doesn't get undermined the first storm season. Bulkheads on either side of the ramp keep the approach slot from washing out.