Cut-and-Fill Earthwork Planning in Midland, Texas

Every site in the Basin eventually asks the same question about dirt: where does the high ground go. Cut-and-fill earthwork answers it by moving soil from areas above finished grade to areas below, balancing the two as closely as the site allows so that fewer loads have to be imported or hauled away. A balanced site saves trucking, shortens the schedule and reduces the number of times a subgrade is disturbed, which is why we ask for the grading plan and the geotechnical report before we talk about price.

We coordinate the earthwork partners who strip, cut, haul, place and compact, and we hold the quantities, the testing and the handoffs on one schedule. Midland ground is mostly flat, with shallow draws and a caliche layer that comes and goes from one lot to the next. A balance calculated from borings alone can be wrong by a meaningful volume once the first cut opens up, so we plan the fill sequence to absorb that uncertainty without stopping the work.

Earthwork schedules are driven by the sequence of areas, not the total volume. We start with the cut that produces the best fill material, route it to the building pad first, and leave paved areas for later passes. Once the pad is placed in lifts, compacted and tested, the concrete trades can mobilize while the remaining cut and fill continues around them. The final trim is handled as fine grading once the pad is accepted, so the surface is fresh when forms arrive.

Haul distance affects every cycle. A scraper or truck fleet working inside the site moves quickly, while material hauled to an off-site location depends on road conditions and gate times. We keep the batch plant informed about when pad areas will be accepted so concrete deliveries do not queue behind equipment moving across the same ground.

A tilt-wall warehouse needs a very large, uniform pad, and the balance often depends on one decision: how much the finished floor can be raised to avoid export. A medical office on a smaller pad has little room for stockpiles, so material moves in and out more often, and the pad may need to be built up in layers placed on a tight daily cycle. For warehouse work we try to set floor elevation with the grading engineer early.

Aviation and hospital buildings add tight drainage and accessibility requirements. A hangar apron has to slope away from the building and toward drains, while an office building has accessible routes with limits on slope. Each building type changes what the fill must carry and how smooth the final grade needs to be.

Borings tell us about a few points on a site, and the ground between them is inferred. When a cut exposes soft pockets, buried debris or old lease-road base, the planned fill volume changes and so does the schedule. We ask the geotechnical engineer to visit during the first cuts so decisions on over-excavation can be made on site instead of by email.

Stormwater is the other variable. Cut slopes and open pads shed water in unexpected directions, and a single storm can undo a day of compaction. We set temporary berms and sump locations before the first cut and check them after every rain, since a pad that drains poorly will pond against the next trade's work.

We coordinate trade partners for utilities and earthwork, and cut-and-fill is where that role shows. One partner may strip and stockpile, another cuts and hauls, a third compacts and a testing firm verifies each lift. We hold the schedule and the quantities so that those groups do not work against each other.

Our own responsibility is the plan: who is on site when, which lift is open, who signs off and what the next trade needs. When a haul truck waits for a roller or a roller waits for moisture, the cost lands with the owner, so we keep the sequence tight and the communication written.

We prepare a plain quantity sheet showing cut, fill, shrink and swell allowances, stockpile locations and import or export estimates. The owner's rep sees how the balance was reached and which assumptions could change it. That sheet gets updated after the first cut and again when the pad is complete.

Proof rolling and density testing are scheduled with the testing firm before earthwork begins, not after it. A tested lift is covered by the next lift the same day when possible, which protects the surface from weather and traffic and gives the structural engineer a clean record of the pad build-up. Where the plan calls for imported material or treated soil, we bring in the approach described on our engineered fill and soil stabilization page and keep the lift records together.

Commercial developers watch the balance because export costs come straight off the pro forma, and they often want the pad raised a little to avoid hauling. Industrial and logistics owners are similar, with the added need for a very uniform base across a large footprint.

Energy and midstream owners tend to bring a production schedule that cannot slip. For oil, gas and midstream work, the plan puts the equipment pad first and the yard and drainage afterward, so the process units are never waiting on dirt.

The City of Midland reported in September 2025 that a TxDOT signal project at I-20 and Cotton Flat Road had been awarded, along with signals at Garfield and Florida and at Garfield and Front Street. Public projects of this kind pull haul trucks, flaggers and lane closures onto the same roads our private sites use, and we shape haul routes and delivery times around them so a signal installation does not stall a lift of fill.

The 1991 to 2020 normals at the airport show about 13.51 inches of precipitation a year, 24 days at or above 100 degrees and 58 mornings at or below freezing. That range allows earthwork nearly year-round, but compaction needs moisture control in summer and frost checks in winter. TxDOT's proposed Loop 250 main lanes and Todd Drive overpass will also change haul routes near that corridor, so we keep an eye on its schedule. Our page on the Loop 250 and SH 349 corridor describes how we plan around that traffic.

For planning, provide the proposed start date together with the grading drawings and geotechnical report. We will return a cut-and-fill sequence with a haul plan, testing hold points and the date the building pad can be handed to the concrete trades.

How do you decide whether to import or export soil?

We compare cut and fill quantities after shrink and swell allowances. If the site is short, we look at raising the finished floor within the engineer's limits before we price an import. Export is the last choice because it costs trucking twice, once to remove and once to replace.

Can the building pad be released before the rest of the site is finished?

Yes, if the pad has passed its tests and the engineer accepts the build-up. Concrete trades can often start while paving areas are still being cut or filled, as long as the haul route stays clear of the pad.

What happens if the first cut finds soft ground?

We stop and call the geotechnical engineer to the site. The usual outcomes are over-excavation and replacement with engineered fill, or stabilization. Either way the quantity sheet and schedule are revised that day.

How do you control dust and runoff on an open site?

Water trucks control dust during dry passes, and temporary berms, sumps and stabilized entrances manage runoff. The stormwater plan sets the baseline, and we inspect controls after every significant rain.