Irrigated ground, a high water table, and sulfate in the soil. Fallon is the most chemically demanding place we pour, and mix design matters here.
Fallon is an agricultural town in the middle of the Lahontan Valley, built around the Newlands Project irrigation system, with the Naval Air Station on its edge and a working farm economy that has been there for over a century. It is the furthest east we regularly work and it is also, technically speaking, the most demanding ground in our service area — not because it is hard to dig, but because of what is dissolved in it.
The work here reflects a farm town: shop and equipment slabs, barn floors, hay and implement pads, wash racks, driveways and turnarounds sized for trucks and trailers, and residential flatwork in town — driveways, patios, walkways, stoops. There is a steady amount of repair on slabs that were poured without regard for the soil chemistry and have deteriorated faster than their age suggests they should. Every job starts with a free on-site look and a written price, and in Fallon that conversation includes the mix.
The Lahontan Valley is the floor of an ancient lake bed, and it has been irrigated for more than a century. Both of those facts concentrate salts near the surface: water arrives, it evaporates in the desert air, and it leaves behind what it was carrying. The result is soil that is alkaline and in many places high in sulfate, which is the single most important thing to know about pouring concrete here. Sulfate in solution reacts with the products of ordinary portland cement hydration, forms expansive compounds inside the hardened paste, and progressively destroys it from within. The damage starts where the concrete meets the ground, it is invisible for years, and it eventually shows up as softening, cracking and disintegration at the bottom of the slab and along the edges.
The defense is real and it is a matter of specification rather than luck. A sulfate-resisting cement — Type II for moderate exposure and Type V where it is severe — is the first half. The second half, and the half more often skipped, is a low water-to-cement ratio: sulfate attack requires the solution to get into the concrete, and dense, low-permeability concrete keeps it out. That means the mix is not watered down at the truck to make it easier to place, ever, which is a discipline question as much as a design question. We also keep the base free-draining so the slab is not sitting in salty moisture, and on interior slabs we use a vapor barrier without exception.
The high water table is the second condition, and it compounds the first. Across much of the irrigated valley, groundwater sits within a few feet of the surface for much of the year and rises during the irrigation season. That keeps the soil beneath a slab wet, keeps sulfate mobile and available, and makes moisture transmission through an interior slab a certainty rather than a risk. So a shop floor in Fallon gets a free-draining granular section, a properly lapped and sealed vapor retarder, and enough thickness and reinforcement to handle both the load and a subgrade that is not going to be uniformly stiff. It is also why we look hard at where irrigation water runs on a property before choosing a slab elevation.
Then the ordinary Nevada conditions, which still apply. Fallon summers are hot and the air is dry, so hot-weather concreting practice is standard: first-light starts, chilled mix water where warranted, retarders on big pours, immediate and sustained curing. Winter brings frost and freeze-thaw, so air entrainment goes in every mix. Wind across open valley ground makes evaporation control a working requirement rather than a nicety. And agricultural loading — tractors, loaded trailers, implements, and grain or hay stacked in one place — means slabs get designed for the heaviest thing that will ever sit on them, which around here is heavier than most people initially say.
We pour concrete throughout Fallon and the surrounding Churchill County area, including:
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Testing is the definitive answer, and for a large or expensive slab it is worth it — a soils lab can report water-soluble sulfate content, and exposure classes are defined against those numbers. Short of that, the local indicators are meaningful: whitish salt crust on bare ground, alkali-tolerant vegetation, a history of irrigation, and nearby concrete that has deteriorated at the ground line faster than its age explains. In much of the Lahontan Valley we treat sulfate exposure as the working assumption and spec accordingly, because the cost of the right cement is small and the cost of being wrong is the whole slab.
Almost certainly moisture coming up through the slab, which is the standard outcome of a floor poured on damp ground without a vapor retarder underneath it — and with a water table this close to the surface, that describes a lot of older Fallon shop floors. Water vapor moves up through concrete continuously, and a coating on top traps it until the bond fails. There is no reliable fix from above for a slab with no barrier below; there are moisture-tolerant coating systems that do better, and we will tell you honestly what they will and will not do rather than selling you a coating that is going to peel a second time.
Yes, and it is most of what we do out here. The design question is not the tractor's weight but how that weight arrives at the concrete — axle loads, tire contact area, point loads from jacks and implement stands, and whether anything will be stacked in one spot. Those get sized with thickness and a reinforcement mat on chairs over a base compacted for the load, plus joint layout that keeps sawcuts out of wheel paths where possible. Tell us the heaviest thing that will ever be on it, including a delivery truck backing in, and we will detail it for that instead of the average day.
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